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Coulter Jewell Thames, PA
ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE
LETTER OF TRANSMITTAL
Date: 4/9/2010 M
To: NCDENR
Attn: Lia Gilleski Project: Third Fork Creek
Division of Water Quality Trail
215V 4146-6r4.c [sl?d•.
R.ICj1"IVG Job# 0831
WE TRANSMIT TO YOU HEREWITH:
# Copies Sheet No. Date Description
2 Full Size Third Fork 1A-1B Construction Plans
3 1 /2 Size Third Fork 1A-1B Construction Plans
1 CD
Remarks:
Plan sets to accompany Express Review Application by Jennifer Archanbault, JH Carter & Assoc.
Copies To:
From: Kevin Hamak
Daniel A. Jewell, ASLA, RLA Main Office 111 West Main Street, Durham, NC 27701
James W. Thames, PE Phone: [phone] Fax: [phone]
Steven P. Bailey, PE Email: design(a)_citpa.com
Jeffrey P. Williams, PLS @? U
APR 14 2010
DENR - WATER QUALITY
WETLANDS AND STOR WATER MWICH
I`i1 I ~1
W
T L PARTS OF TRAIL :I THIS NOTE APPLIES o A ~ TREE PROTECTION COMPLIANCE 4PLIANCE LAND TRACT PIN/ ACREAGE EXISTING PROPOSED TREE COVERAGE (RETENTION TREE a
i!i THAT TRAVEL THROUGH THE FLOODPIAIN
-THE LAND DISTURBANCE TREE SURVEY IS BOUNDARY INFORMATION SHOWN ON THE INDIVIDUAL TRAIL PLANS. LARGE SURVEY Is TM REF TREE COVERAGE TREESAVE R .DESIGNATION SAMPLE PLANS. LARGE CONTINUED N
' RESOURCE ORDINANCE COMPLIANCE EREVER PossIBLE aND TREES WILL BE SAVED WH , POSSIBLE, ANO
' NOTE: PROPERTY LINE BOUNDARIES AND EASEMENT LINES ARE FROM SURVEYS PERFORMED MINIMAL CLEARING is EXPECTED. - FLOODPLAIN PROTECTION: THE TRAIL RUNS THROUGH FLOODPLAIN LANG AS NOTED ON THE PLAN. WOODBRIDGE III H~0 ASSN 0719-02-65-7360 x GREENWAY EAS MENT 424A-01-005D 0.38 AC 0.31 AC 0.21 AC 0 ~
BY: THERE WILL BE NO FILL IN THE FLOODPLAIN -THE TRAIL IS TO BE BUILT TO MEET EXISTING GRADE _ ~T A RATE OF 1 WOODBRIDGE III H~0 ASSN 0719-02-65-8677 ~
RE IREMENTS AND WHERE GRADING DOES NOT STREET TREES ARE PROVIDED AT A RATE OF 1 LINDA EDMONDSON JUL 1993, AUG 1993, NOV 1993, JUN 1994, DEC 1994, OCT 1995, JUN 1996, EXCEPT WHERE GRADING IS NECESSARY TO MEET AOA QU PER 30' LF FRONTAGE. THE ONLY SPOTS WHERE RESULT IN FLOODPIAiN FILL. THERE IS MINIMAL FLOODPLAIN FILL -SEE NOTE BELOW. NOTE THAT NO THIS APPLIES ARE ALONG GARRETT ROAD, Y SPOTS WHERE GREENWAY EAS MENT 424-01-006 1.40 AC 0.07 AC 0.03 AC 0 4
PHIL RILEY DEC 1999, APR 2000, JUN 2002 FILLING IS ALLOWED IN THE FLOODWAY EXCEPT WHERE SHOWN ON PLANS AS PREVIOUSLY APPROVED BY ~o~AOAND CITY OF DURHAM 0719-02-75-1973 0.92 AC 0.34 AC 0.21 AC 0 .4
I R. WOODCROFT PARKWAY, ROXBORO ROAD, AND DON GREELEY MAR 1998 C TY OF DURHAM FEMA ADMINISTRATO ALONG CORNWALLIS ROAD, AS THE MAJORITY OF 422-01-0128
FLOOOPLAIN AND FLOODWAY INFORMATION FROM FIELD. SURVEYS AND FROM FEMA MAP PANELS 154, 158, THE TRAIL IS BEING PROPOSED ON EASEMENTS JOHN R MCADAMS CO JUN 1997, OCT 2003 159, 162, DATED 2 FEBRUARY 1996. ~ ~s ~ ~gF CITY OF DURHAM 0719-02-76-4498 6.60 AC 3.90 AC 3.59 AG 2.09 AC 2 B w ~s, AND THE 422-01-012
ADDITIONAL SEWER LINE INFORMATION FROM KENNETH WRIGHT JUN 1981. GRANTED FROM OTHER LANDOWNERS, AND THE VTAGE. MINIMUM CITY OF DURHAM 071 -02-76-9976 1.55 AC _ n °
- STREAM BUFFER: THIS STREAM IS IN THE CAPE FEAR RIVER BASIN. PROPERTIES AT THE SOUTH ENO EASEMENTS HAVE NO STREET FRONTAGE. MINIMUM A ID GROWING AREA REQUIREMENT H 5 BEEN MARTIN LUTHER KING BRIDGE AREA PROPERTY INFORMATION AND ROADAND BR GE OF TWE TRAIL, AS NOTED ON THE PROPERY LINE AND EASEMENT PLANS (L2a TO L2g), ARE IN THE EXCEEDED. BEEN 422-01-002A 0.61 AC 0.56 AC 0 J ~V~
LOCATION FROM PIEDMONT OLSEN HENSLEY AUG 1998. F J-B WATERSHED. THE DURHAM RESOURCE PROTECTION ORDINANCE CALLS FOR STREAM BUFFERS a> / SURREY GREEN H O ASSN 0719-02-87-6709 1.31 AC 0.39 AG 0 0 ~ o ~ GREENWAY EAS MENT 422-06-002A z ~C~~~~O
i MEASURED FROM THE TOP OF BANK IS NOTED ON THE PLANS FOR ALL PARTS OF THE CREEK DRAINING -EXISTING TREE COVERAGE ON THE PROJECT IS HE PROJECT IS HOPE VALLEY FARMS NORTH HOA 0719- - 7-1013 0,02 AC 0 0 0
MORE THAN 25 ACRES. THE REQUIRED BUFFERS ARE 50' NEXT TO INTERMITTAN7 STREAMS AND 100' 88.25 AC (48.96%). RETAINED TREE RETENTIONE TOPOGRAPHIC INFORMATION ~ NEXT TO PERENNIAL STREAMS IN THE F/J-B WATERSHED. BUFFERS ARE 50' NEXT TO ALL STREAMS FOR THE PROJECT !S 81.83 AC 45.540% . THE IEE RETENTIONS GREENWAY EASEMENT 50fi-01-006 i X5.540%). THE SURREY GREEN H 0 ASSN 0719-02-98-1592 0.46 AC < ~f ~ ~ ~
c ( ) OUTSIDE THE F/J-B WATERSHED. BUFFERS ARE NOTED ON THE PLANS. PAVED TRAILS ARE AN OFFICIAL TREE COVEEAGE AREA IS 18.08 AC 1a.os AC GREENWAY EAS MENT 420A-45-002 0.11 AC 0 0
NOTE: MOST TOPOGRAPHIC INFORMATION IS BASED ON THE ALLOWED USE IN BOTH THE STREAM BUFFER AND THE FLOODPLAIN. WHERE POSSIBLE THE TRAIL 10.03% EXCEEDING THE 10% REQUIREMENT OF ( ) QUIREMENT OF CITY OF DURHAM 0719-02-99-4012 sGE IS BEING 3.7$ AC 2.75 AC 2.74 AC 0
CITY OF DURHAM GIS DATA $ASE FOLLOWS THE SEWER EASEMENT WHICH HAS ALREADY BEEN CLEARED AND GRADED. MINIMAL. CLEARING 18.02 AC. OFFICIAL TREE COVERAGE IS BEING i ; WILL OCCUR ON THIS PROJECT. THIS BUFFER, WHEN CONSTRUCTION IS COMPLETE, WILL BE AVAILABLE DANE THROUGH TREE RETENTION AND IS LOCATED 4ND IS LOCATED 418-02-004 ~
' ! RVEYED AREAS ARE: AS USABLE OPEN SPACE. ON 8 TRACTS OF LANG AS SHOWN ON SHEETS SU a oN sHEETS CITY OF DURHAM 0719-02-99-6073 1.88 AC 0.16 AC 0.09 AC 0 - 111 West Main Street 18-02-004 w Durham, N.C. 27701
L1b, L1c AND L1 d. STA 8+70 T012+50, SURVEYED BY COULTER JEWELL THAMES,1131/05 r _ + STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPE AREAS ON THIS SITE. CITY OF DURHAM 0729-01-09-1219 3.80 AC 1.$9 AG 1.89 AC 1.40 AC 3 C W
STA 12 50 TO 26+40, SURVEYED BY PHIL RILEY SURVEYORS,12121/99 418-01-001 z p 919.682.0368
- WETLANDS PRQTECTION: THERE ARE WETLANDS ON THIS SITE. THE WETLANDS AREAS PROPOSED TO GENERAL RESOURCE AND 6124102 CITY OF DURHAM 0729-01-09-1449 0,473 AC 0.193 AG 0.091 AG 0 ~ f 919,68$.5646 418-01-002 w www.c t a com
BE DISTURBED AS PART OF THIS PROJECT HAVE BEEN DELINEATED AND APPROVED BY THE CORPS OF STA 61+60 TO 66+00 SURVEYED BY PHIL RILEY SURVEYORS 3113100 5 CIA 5T. THE APPROVAL IS ENGINEERS AND THEIR REPRESENTATIVE, TODD TUGWELL, REGULATORY PE LI PROTECTION COMPLIANCE NOTES CE N~TE~ CITY OF DURHAM 0729-01-09-4660 6.31 AC 2,82 AC 2.82 AC 0 ~ p
+ DATED 3-17-2005 AND IS VALID FOR 2 YEARS FROM THAT DATE. ANY WETLANDS MITIGATION REQUIRED STA 180+70 T0181 80, SURVEYED BY PHIL RILEY SURVEYORS, 2116/01 , 507-01-001 C
WILL BE DETERMINED BY THE CORPS OF ENGINEERS. WETLANDS BUFFERS (25 WIDE} ARE SHOWN FOR -ZONING DEVELOPMENT PLANS THAT WERE WETLAND AREAS OVER 1 ACRE IN SIZE. TRAILS ARf AN ALLOWED USE IN WETLAND BUFFERS. APPROVED PRIOR TO THE ADOPTION OF THE NAT WERE CITY OF DURHAM 0820-17-11-2334 54.585 AC 34.34 AC 33.65 AC 0.76 AC 4 D iN OF THE PUBLIC WORKS FACILITY 507-01-003
1. ALL ANGLES ARE 9q DEGREES UNLESS OTHERWISE WATERSHED ORDINANCE WILL BE SUBJECT TO IUBJECT TO CITY OF DURHAM 0820-13-12-7945
' INDICATED. 9. THE LOCATION OF ANY SIDEWALK DN THE RIGHT QF WHATEVER STREAM BUFFERS WERE IN PLACE AT WAY SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF IN PLACE AT SOUTHERN BOUNDARIES PARK 414-01-007A 20.240 AC 8.44 AC 7.33 AC 6.14 AC 5 E F G H
DURHAM AND OR NGDOT ENCROACHMENT PERMIT 15a ~ THAT TIME. 2. TRAIL ORIENTATION AND CURVE RADII ARE NOTED / CITY OF DURHAM 0820-13-22-3934 5.391 AC 1.13 AG 1.13 AC p
ALONG TRAIL CENTER LINE. UNLESS OTHERWISE NOTED, REQUIRED PRIOR TO ANY GONSTRUGTION IN THE RI6~fT OF TR COV R E TREE SAVE INFORM TION TRAIL IS 10' WIDE ASPHALT. WAY. AFTER OBTAINING THE REQUESTED PERMITS, CITY OF DURHAM 0820-13-23-4248 0.604 AC 0.22 AC 0.22 AC O
PLEASE CONTACT THE CITY OF DURHAM ENGINEERING 3. DIMENSIONS TO BUILDING WALLS ARE TO FADE OF CONSTRUCTION OFFICE AT 919-560-4326 (GONSTRUGTION R E EXISTING PROPOSED TREE COVERAGE RETENTION TREE
LAND TRACT PIN/ AC EAG WALL AT FiNiSH GRADE. DIMENSIONS TO CURB ARE TO ENGINEER) FOR APRE-CONSTRUCTION CONFERENCE AND TM REF TREE COVERAGE TREESAVE A DESIGNATION SAMPLE 1N TREE OAK RIDGE BLVD ROW - - - )N SAMPLE
FACE OF CURB. FIELD Vi51T PRIOR TO ANY WORK ON THE PROP05EP _ - 4 CITY OF DURHAM 0820-14-23-6457. 0.68$ AC 0.022 AC 0.022 AC 0
SIDEWALK. CITY OF DURHAM 0719-03 10 96 0 7 64 AC 2.59 AC 2.49 AC 1.41 AG 1 A ' 4. TRAIL WILL NOT BE MARKED WITH A PAINTED GARRETT ROAD PARK 426-01-008 A 263- 1-017
CENTERLINE. PAVEMENT STRIPING (?E AROUND 10. CONTACT THE CITY OF DURHAM INSPECTIONS HOPE VALLEY POINTE LLC 0719-03--20-3309 Y O TRAFFIC GRADE DEPARTMENT 560-4326 FOR GONSU TATION PRI01'~ TO _ _ ~ A 0.15 AC 0 0.10 AG 0 CITY OF DURHAM OS?20631~;2~~~564 5,750 AC 1.094 AG .0.928 AC 0
BOLLARDS) SHALL $E ELL w ( ) L GREENWAY EASEMENT 426 01 0 8 THERMOPLASTIC. MANUFACTURED EXPRESSLY FOR INSTALLATION OF WORK IN THE RIGHT OF WAY IN GI'{'Y _ _ RTE 751 ROW CITY OF DURHAM 0820-14-33-0394 3.65 AC 1.49 AG 1.18 AC 0
MARKING PAVEMENTS. STREETS. WACHOVIA BANK 0719-03-20-8641 263-01-021A
11. OBTAIN ENGROAGHEMNT AGREEMENT AND GONTA~GT 426-02-004G 0'24 AC 0 0.15 AG 0 „ - GR ENWAY EASEMENT CITY OF DURHAM 0820-14-24-9051 9.40 AC 0.64 AC 0.48 AC 0 263-01-001
5. ALL PARKING STALL CORNER RADII ARE 3 6 ALONG THE NG DDT INSPECTIONS DEPARTMENT (560 6854)FOR REGENCY PROPERTIES 0719-03-20-8290 0;024 AC 0 0 0 FACE OF CURB UNLESS OTHERWISE INDICATED. CONSULTATION PRIOR TO INSTAI..I..ATION OF WORK Ih! A G E WA EASEMENT 426-02-004D CITY OF DURHAM 0820-14-34-5249 1.19 AC 0.60 AC 0.56 AC 0
STATE ROAD RIGHT OF WAY. 263-01-0028
6. CENTERLINE OF TRAIL IS TD BE STAKED BY A WOODCROFI• ROW - - - ' SUF2VEYOR. LAYOUT IMPROVEMENTS IN SECTIONS FOR THE 12. LIMITS OF GONSTRUGTION ARE SILT FENCE OR TREE CITY OF DURHAM 0820-14-34-7358 0.69 AC Project: 263-01-002A 0.50 AC 0.50 AG 0
PROTECTION FENCE WHERE INSTALLED. GDNSTRUG-~IoN REGENCY PROPERTIES 9- - 0-15 1,664 AC 0.52 AC 0.52 AC 0 LANDSCAPE ARCHITECT'S REVIEW PRIOR TO BEGINNING WILL ALSO BE LIMITED TD THE GREENWAY EASEMENT GREENWAY EASEMENT 426-02-004F CITY OF DURHAM 0820-14-44-0453 2,40 AC 1.21 AC 1.21 AC 1.19 AG 6 : THIRD FORK
GONSTRUGTION. y.LH~E TRAIL RUNS THROUGH QTHER OWNER'S WOODCROFT COMMUN ASSN 0719-03--30-2661 248-01-002
426-02-004G OA9 AC 0 0 0 7. HANDICAP PARKING SPACES SHALL BE SIGNED WITH PROPERTY. OTHERWISE LIMITS OF GONSTRUGTION ARE GREENWAY EASEMENT CITY OF DURHAM 08248 ~01 003 43 11.97 AC 7.37 AC 7.13 AC o CREEK TRAIL
7- R R7-8A RESERVED PARKING 16N AND ~~D ON THE PLAN. DUKE POWER 0719-03-30-4418 I TYPE R 8 o S 0.09 AG 0.03 AC 0.03 AC 0 CORNWALLIS ROAD ROW - - -
R7-bd MAxIMUM FINE SIGN PER Gs 20-37.6 OF THE GREENWAY EASEMENT 426-02-0048 NORTH CAROLINA STATE HANDICAPPED CODE. SEE 13. ANY TREE To BE REMOVED SHALL BE REMOVER OLIUER & BILLIE ALPHIN 0719-03-30-6545 ;a, COMPLETELY, WITH THE 51UMP AND ROOTS OVER 2: TO 426-02-003G 0.28 AC 0.09 AC 0.08 AC 0 HOUSING AUTHORITY OF THE 0820-11-55-7356 0.34 AC 0.20 AC 0 0 `
DETAIL fro-2. BE GROUND DOWN TO A DEPTH OF 12 BELOW GREENWAY EASEMENT CITY OF DURHAM 085-01-002
PROPOSED FINISH GRADE OR EXISTING GRADE. REFILL WOODGROFT ROW 8. SAWGUT WITH A STRAIGHT, GLEAN, NEAT EDGE, ANY THE HOLE WITH NATIVE ON-SITE SOIL AND COMPACT TO WOODCROFT COMMUN ASSN .0719-03-41-8286 CLEARVIEW HOUSING CORP. 0820-15-64-1778 0,23 AC 0.02 AG 0 0 085-01-001
EXISTING PAVEMENT THAT IS REQUIRED TO MEET NEW MATCH UNDISTURBED ADJACENT SOIL. GREENWAY EASEMENT 426-02-003E 2.22 AC 0.04 AC 0.03 AC 0 ATLANTIC ROAD ROW - - - nu~o~sp~AxuT~us
' ' PAVEMENT. BNP REALTY WOODS EDGE APT 0719-03-42-8397 14. SECTIONS OF FLAT BOARDWALK, $OARDWALK, -002 0.027 AC 0 0 O FAYETTEVILLE ROAD ROW - - -
HEAVY DUTY ASPHALT, STORM DRAINAGE PIPE AND: GREENWAY SEMENT 426-02 PHYLLIS FAUCET VERBAL 0820-15-64-6334 0,301 AC 0.10 AC 0.13 AC o NORTHIS4UTH
' HEADWALLS WILL BE FIELD LOCATED $Y LANDSCAPE HOPE VALLEY FARMS HOA 0719-04-52-6521 1 CD -1 a ARCHITECT AND VERI I WITH GENERAL SERViGE GREENWAY EASEMENT 425-02-010 3.27 AC 0.89 AC 0.72 AC 0 F ED FUTURE SCHOOL PROPERTY
' ~ AND DURHAM PARKS AND RECREATION. CHOWNINGS PLACE TH ASSOC 0719-03-42-8252 MICHAEL SR. & NELLIE JOKE 0820-15-64-8376 p,930 AC 0.93 AC 0.54 AC 0 TRAIL SYSTEM
LAYOUT NOTES 0.36o AC o.04 Ac o,04 AG GREENWAY EASEMENT 425A-01-024 0 FUTURE SCHOOL PROPERTY - DURHAM PUBLIC SCHOOLS 0820-16-83-3423 8.70 AC 8.70 AC 7.56 AC 4.49 AC 7 J K DURHAM NC
ROXBORO STREET ROW GREENWAY EASEMENT 407A-01-003A
CITY OF DURHAM 0719-04-63-4674 9. OBTAIN ALL OF THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THE _ _ B 3.13 AC 1.18 AC 0.87 AC 0 HOME MODERNIZATION GORP 0820-16-84-2498 1.71 AG 1.75 AC 1.61 AC 0.60 AC ' 7 K
APPROVALS AND PERMITS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SD THAT WORK WILL NOT BE 425 02 010 GREENWAY EASEMENT 174-03-001
' INTERRUPTED OR DELAYED DUE TO THE LACK OF APPROVED PLANS. CITY OF DURHAM 0719-04-64-6573 424-01-0048 3.40 AC 0.57 AC 0.39 AC 0 DOT ROW -AMER TOBACCO TRAIL - - -
2. INSTALL TREE PROTECTION FENCING AS INDICATED ON THE PLAN SHEETS. INSTALLATION OF THESE MEASURES';
15 REQUIRED BEFORE CLEARING, INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES, GRADING OR GONSTRUGTION. THE INSTALLATION IS TO BE APPROVED BY CITY OF DURHAM URBAN FORESTRY MANAGER. CONTINEUED AT RIGHT TOTAL 180.237 AC 88.25 AC 81.83 AC 18.08 AC I AT RIGHT 48.96 % 45.40 % 10,03 %
OWNER;
3. INSTALL THE TERPPORARY EROSION CONTROL DEVICES AT THE CONSTRUCTION ENTRIES AND ALONG THE MINIMUM TREESAVE REQUIRED IS 18.02 AC TREESAVE AREA EXCEEDS MINIMUM CITY OF DURHAM
AREA OF WORK. TEMPORARY EROSION CONTROL DEVICES CONSIST OF SILT FENCE, {NLET PROTECTION FOR ~v q EXI TINE INLETS AND SEDIMENT TRAPS A5 INDICATED ON THE PLAN SHEETS. INSTALLATION OF THESE 4 LTD'-' 1 a S , 101 CITY HALL PLAZA
MEASURES 15 REQUIRED BEFORE GLARING, GRADING OR GON57RUGTION OPERATIONS BE61N ALONG THE NANCE COMPLIANCE NOTES DURHAM, NC 27701
RESOD CE PROTECTION ORDI R CORRIDOR. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE EROSION CONTROL PERMIT. THE CONTRACTOR SHALL INSTALL A RAIN GAUGE ON SITE AND KEEP A LOG OF 24-HOUR RAINFALL AMOUNTS. ATTN: BETH TIMSON
EVERY 24-HOUR PERIOD WHRE RAINFALL EXCEEDS Xz", THE CONTRACTOR SAALL NOTIFY THE OWNER'S PARKS & RECREATION DEPT
REPRESENTATIVE IMMEDIATELY UPN COLLECTING DATA. ph: 919-560-4355 fx: 919-560-4021
4. SCHEDULE AND HOLD APRE-GONSTRUGTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, 1. EXACT LOCATION OF ABOVE GROUND AND UNDER6RDUNG CLEARING, OR GRADING WITH THE OWNER (OR REPRESENTATIVE), THE GONTRAGTORS RE5PON51BLE FOR THE 1NG UTILITIES SHALL BE VERIFIED IN THE FIELD $Y THE GONTR ~NDER6RDUND PHASE 1B-PLANT LIST FOR TRAIL PLANTINGS 3Y THE CONTRACTOR.
AND EROSION CONTROL, THE PERSON(S) RE5PON51BLE FOR SUPERYI51N6 IMPLEMENTATION OF THE EROSION GDN L PLANTINGS SHALL $E ADJUSTED AS NECESSARY TD AVO ARY TD AVOID SYM. QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS
PLANS AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. CONFLICT WITH UTILITIES.
CONFERENCE l5 TD INCLUDE A REPRESENTATIVE FROM DURHAM COUNTY EROSION CONTROL (560-0735). ~ ALL TREES ARE TD BE PLANTED OUTSIDE THE SEWER EA. IE SEWER EASEMENT. AR 9 AGER RUBRUM RED MAPLE 2.5" GAL D R BR, T.
5. INSTALL A RURAL TYPE MAILBOX ON THE SITE TO HOLD A COPY OF THE APPROVED EROSION CONTROL PLAN URFAGE DRAINAGE B - BETULA N GRA R VER BIRCH 8'-10' HT L T - N 5 NKS
AND TO PROVIDE A PLACE FOR THE OWNER OR OWNERS 1?a~~ENTATIVE TO LEAVE REPORTS, COMPLIANCE 2. SUBSOIL CONDITIONS AND ADDITIONAL SUBSURFACE DRA NOTICES, ETC. PL.AGE THE MAILBOX IN A CONVENIENT LOCATION, SUCH AS AT THE ENTRANCE TD THE SITE OR NEX'i' REQUIREMENTS SHALL BE DETERMINED IN THE F1EL0 BY T 1 CHIONANTHUS VIRGINIGUS FRINGE TREE 2.5" GAL FULL IN6LE LEADER 5' BR. HT. E P1ELD BY THE ~ P q FRAXINUS PENNSYLVANNICA GREEN ASH 2.5" GAL FULL5iN6LE LEADERS BR. HT.
TO THE GONSTRUGTIDN TRAILER. OWNER OR OWNERS REPRESENTATIVE WILL LEAVE GORRE5PONDENGE IN THE BO;'C CONTRACTOR. ANY GONDiT10N5 DETRIMENTAL TO THE GF AL TO THE GROWTH ~ LI 5 LA6ER5TROEMIA INDIGA 'MIAMI' 'MIAMI' GRAPE MYRTLE 8'-10' HT TALL PINK SELECTION, BROWN BARK ERIALS SHALL BE FU TI-TRUNK 3-5 TRUNKS
AND RAISE THE RED FLAG IF TEH CONTRACTOR CANNOT BE LOCATED ON •THE SITE. CONTRACTOR SHALL GHEGK AND HEALTH OF THE PROPOSED PLANT MATERIALS SHALT :AF'E ARCHITECT PT 11 PRUNUS GERASIFERA 'T G OUD' THUNDERCLOUD PURPLE PLUM 1.5" GAL. FULL 1N6LE LEADS 5' BR. HT.
THE BOX DAILY. $ROUGHT TD THE ATTENTION OF THE LANDSCAPE ARGHITt PRIOR TD PLANTING„ PY 2 PRUNUS YEDOEN515 Y05HIN0 CHERRY 8'-10'H/BdB FULL51N6LE LEADS 5' BR. HT. OARp~'~,,
6. INSTALL STORM DRAINAGE PIPES AS REQUIRED. INSTALL INLET AND OUTLET PROTECTION A5 IND{GATED ON 3. PLANT MATERIAL. SHALL BE PLANTED 50 AS TO BEAR TH QP 9 QUERGUS PHE L05 WILLOW OAK 2.5 GAL FULLSIN6LE LEADERS BR. HT. TO BEAR THE 5Y 2 P A 5 NT 5 G RE 2.5" GAL 5 G BR. ; O : ~,P qpF• • ,y
THE PLANS. IF PIPE END WILL REMAIN WITHOUT INLET PROTECTION OVERNIGHT, INSTALL TEMPORARY EROSION SAME ORIENTATION TO NORTH AND THE SAME RELATIONS E RELATIONSHIP TO ~ ~ ~ ; ~.~~0 9p..7'
CONTROL MEASURE FOR PIPE UNDER GONSTRUGTION. GRADE AS IN THE FIELD OR CONTAINER IT WAS GROWN iP JA5 GROWN iN. TD 4 B GYPRE55 FULL IN6LE LEADS 5 BR. HT. 'I ~ W X ~y I V~ 2i x r
7. THE WORK SHALL BE PERFORMED U51NG EQUIPMENT WORKING AT THE TOP OF ANY STREAM BANKS WITHIN THE :EE, SHRUB AND "
FLOODPLAIN. GONSTRUGTION EQUIPMENT SHALL NOT BE PLACED WITHIN ACTIVE CHANNELS TO PERFORM WORK. + 4. THE CONTRACTOR SHALL STAKE OUT ALL TREE, SHRUB At BED EDGE LOCATIONS FOR THE LANDSCAPE ARGHITEGT'E ARCHITECTS AA 6 ARONlA ARBUTIFOLIA GHOKEBERRY 8' HT CONTAINER FULL -
8. MATERI THAT IS REMOVED FROM THE WORK AREA St+AL.L BE REDEP051TED OUTSIDE OF THE ACTIVE APPROVAL PRIOR TO BEGINNING PLANTING OPERATIONS. AL CHANNEL AND ITS FLOODPLAIN. OPERATIONS. A6 10 ABELIA GRANDIFOLIA ABELIA 24" HT CONTAINER ~ ~ •d BJ 26 BERBERIS THUNBER611 'MONLERS' 60 NU66ET BARB)=RRY 18" HT - GONTAI fU L F P`~
5. IN AREAS OF GROUNDGOVER, MAINTAIN A 12" MINIMUM MINIMUM GJ 3 CAMELLIA JAPONICA 'DEBUTANTE` DEBUTANTE GAME IA 18" HT E55 VAR - GpNTAINE FU L ''~,,,y~~ HP~' ~o`
9. IF IT IS DETERMINED DURING THE COURSE OF GONSTRUGTION THAT SIGNIFICANT SEDIMENT 15 LEAVING THE SITE DISTANCE BETWEIwN PLANTS AND HARD IMPROVEMENTS. :OVEMENTS. G5 37 GOR 5T0 ONIFERA ' AVIRAMEA' O TWIG 06WOOD 18" HT GO T i FULL ~ HSD 10 HIBI5GU5 SYRIAGUS 'DIANA' ROSE OF SHARON -DIANA 48" HT STERI SELECTION - CONTAINER I?l1LL
DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE CONTRACTOR i5 OBLEGATED TO TAKE ADDITIONAL PROTECTIVE ACTION. ~ b. MULCH ALL DISTURBED AREAS WITH A MINIMUM 3° DEEP L UM 3° DEEP LAYER ~ H5 6 HIBI SYRIACUS 'MINERVA' R05E OF SHARON - MINERVA 36" HT STERILE L GT ON - GONTAIN~ FULL
OF SHREDDED HARDWOOD MULCH. ALL 501E SURFACES _ SURFACES SHALL ~ G 44 ILEX CORN A 'GARi55A' GARISSA HOLLY 18" HT CONTAINER FULL
10. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SU THEY CONTINUE TO FUNCTION PROPERLY. THE BE COVERED EITHER WITH LAWNS, PLANTS, OR MULCH. NC GONRAGTOR IS RE5PON51BLE FOR INSPECTING AND MAINTAINING TH05E DEVICES. KEEP MUD AND DEBRIS OFF THAT MULCH IS TO $E KEPT AWAY FROM SHRUB AND TREI ~R MULCH. NOTE I6 - I 0 DRAWINGS NOT RELEASED 2UB AND TREE ~ IV 41 ILEX VERTIGILLATA WINTi=RBERRY 18" HT GOT FOR CONSTRUCTION
PUBLIC STREETS AT ALL TIMES. IF MUD OR DEBRIS 15 TRACKED FROM THE SITE, USE A SHOVEL AND BROOM TO TRUNKS. IY - 1 X VOMITORlA YAUPON HOLLY 18" HT GOT L
REMOVE IT IMMEDIATELY. ALL DISTURBED AREAS WILL BE PLANTED OR RESEEDED. R RESEEDED. J5 SS MATA T R' BLUE STAR JUNIPER 12~' HT GO TAI FULL
RESEEDING WILL BE EITHER A FESCUE MIX OR A RIPARIA! IF MUD AND DEBRIS ARE NOT KEPT OFF THE STREET, OR FROM LEAVING THE SITE ENFOR,GEMENT ACTION SEED MIX, WHERE NOTED ON THE PLANS. R A RIPARIAN J5 11 U E 515 5EA SEA GREEN .~JNIPER 12 HT GOT NER FU L Job Number: 0831 JV - JUN! 5 VlR61NIANA EASTERN REDGEDAR CONTAINER FULL
(REVOKING THE GRADING PI=RMIT AND OR A STOP WORK ORDERS MAY 6E TAKIrN. B - LINDERA BENZOIN SPIGEBUSH 18" HT N AI R FU
11. STABILIZE ALL DISTURBED AREAS, WITH TEMPORARY 6ROUN0 GDVER, WITHIN 15 WDRKIN6 DAYS OR 30 MG 50 MYRIGA GERIFERA SOUTHERN WAX MYRTLE 24" HT CONTAINER FULL Drawn wLR,CP,Jw,JC KB, KH ORATION SHOWN ON NDH NANDINA DOMESTIGA 'HARBOR DWARF HARBOR DWARF NANDINA 12" HT CONTAINER FULL Che ked RA,1 EOSLTRK SAB KH _
CALENDAR DAYS OF ANY PHASE OF GRADING, WHICHEVER 15 SHORTER. PERMANENT GROUND COVER SHALL BE 7. BED LINES SHALL CONFORM TO THE CONFIGURATION SHOT ESTABLISHED WITHIN 30 WDRKIN6 DAYS FOR ALL D15Ti~2BE0 AREAS UPON WHICH NO FUTHER LAND DiSTURBiNNG THE PLANS. BED LINES SHALL MEET CURBS, WALKS, BU1L[ WALKS, BUILDINGS, PG - PRUNUS GAROLINIANA CAROLINA CHERRY LAURE 6" HT GON INER FU L Date 10!28105 CD RESUBMITTAL RWISE. PJ - PlERIS JAPONICA JAPANESE ANDROMEDA 18" HT Revisions 2115/06 BID SET _
ACTIVITY WILL BE UNDERTAKEN . ETC. AT RIGHT ANGLES UNLESS SHOWN OTHERWISE. PL 29 PR. LAUROGERA5U5 'SGHIPKAEN5IS' SKIP LAUREL 18"-24" HT CONTAINER FULL 3105108 ISSUED FOR
!N CASE OF DISGREPANGY BETWEEN THE QUANTITY OF PL 4NTITY OF PLANTS PLO 3 PR. LAUROGERASUS 'OTTO UYKEN' OTTO LUYKEN CHERRY L 18"-24" HT CONTAINER FULL CONSTRUCTION
ON THE PLANS COMPARED TO THE PLANT LIST, THE 12. WHEN GONSTRUGTION IS COMPLETED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRACTOR SHALL SUPPLY QUANTITIES AS DRAWN ON 1 5T, THE VA - VIBURNUM DENTATUM ARROWWOOD VIBURNUM 24" HT CONTAINS FULL 8/6!09 BID SET DRAWN ON THE -
DRAINAGE AREA ABOVE THE DEVICE HA5 BEEN SUFFICIENTLY STABILIZED TD RESTRAIN EROSION. APPROVAL THE STREAM DEBRIS REMOVAL AND DISPOSAL WORK CONSISTS OF PLANS.
$YTHE OWNER OR ENGINEER MUST BE OBTAINED BEFORE ANY EROSION CONTROL MEASURES ART= REMOVED. THE GLEAN-UP OF THIRD FORK GREEK AREAS BY THE REMOVAL REMOVE AND DISPOSE OFF-SITE ALL ACCUMULATED SEDIMENT AND THE DEBRIS FROM THE DEVICES, AND AND DISPOSAL OF TREES, L065 STUMPS, BRUSH, RUBBISH AND Q GAL 50 6AILLARDIA GRANDIFLORA '60BLiN' 'GOBLIN' BLANKET FLOWER 1 6AL CONTAINER FU L
STABILIZE EACH LOCATION. DEBRIS DEPOSITED IN AND ADJACENT TOL THE GREEK CHANNEL. Z {-~M M G 15 ' A ' HA TURNS DAYLI Y MIX THE TWD VARIETIES ~ HEMEROGALiS GooL IT' COOL IT DAYLILY 1 GAL IN EACH BED
~r q THE CONTRACTOR SHALL PERFORM THE WORK AS DESGRlBED IN 2 LD--J. a THE SPEGIFIGATIONS WITH MINIMUM IMPACT TO THE ENVIRONMENT. LIR 90 LIRIOPE MUSGARi LIRIOPE 16AL GONTA N R FU
5N 5 50R6HA5TRUM NUTAN5 INDIAN 6RA55 1 G SHORT VARIETY
N SE UENCE EK AREA 15 INDICATED DN SHEET GD-3. TEMPORARY GROUNDCOVER PLA EROSION CONTROL NOTES A D THE DESIGNATED GRE GENERALLY STARTS AT THE TRAIL CROSSING AT WOODGROFT ER PLANTING ~ MUH 16 MUHLENBER6IA GAPILLARIS PINK HAIR GRa55 1 GA CONTAINS 'FULL 3' VARIETY OEN 60 OENOTHERA FRUTIG05A YELLOW SUNDROPS 1 GAL CONTAINER FULL CONSTRUCTION DRAWINGS
PARKWAY AND CONTINUES TO MARTIN LUTER KING JR. PARKLWAY. FOR ALL GREENWAY DISTURBED AREAS PA 12 PANIGUM VIR6ATi1M 'SHENRNDOAH' SI~ENANDOAH SWITCH 6RA55 1 GAL CONTAINER FULL
THE WORK WILL BE FLAGGED IN THE FIELD BY THE INSPECTOR. FALL /WINTER /SPRING RUD 45 RUDB GKIA FU 61DA '60LD5TRUM' BLACK EYED 5U5AN 1 GAL CONTAINS FULL 5 D EG ABI 'A Y' A 0 S U 16AL GO A U Sheet Titie:
ALL SITES FOR THIS PORTION OF THE WORK ARE DESIGNATED A5 SEGALE GEREALE (RYE GRAIL
i. OBTAIN ALL CITY OF DURHAM AND NG DOT PERMITS FDR WORK IN ROW HAND WORK ONLY. APPLIED AT 20 LB5 /ACRE PRIOR TO STARTING GONSTRUGTION. U ~ E FESTUGA ARUNDINAGEAE *'r TURP-TYPE TALL FESCUE SEED 3 IMPROVED VAR„71b5/1000 5F
SUMMER GAREX STRiGTA - 10~ Sm6E, RIVER OATS, 151~,,~ pRCJECT NOTES RIPARIAN GHASMAIVTHIUM LATIFOLIA - 10~ VIRGINIA WILD Rl'E, .10E-PYE-VIED, ~p
2. ALL TRAIL CONSTRUCTION IN RIGHT OF WAYS WILL BE CONSIDERED PENNISE`NM GLAUGUM (BROWN TOP MILLET) CRASS MIX ELYMUS VIRCINIGUS - 10;G BEAK PANIG~1, DEER TONGUE, EUPATORiUM MACULATION - 15611 SWITGHCRA55,
SIDEWALK AND i5 TO BE CONCRETE GONSTRUGTION. APPLIED AT 2D LB5 /ACRE
PANIGUM ANGEP5 1[7.6 I ~KVc~v PANIGUM GLANDESTINUM - 20%
3. A DOPY OF THE APPROVED SITE PLAN 15 TO BE KEPT ON SITE AT ALL TIME''. PANIGUM VIRGATUM - 10% NOTE THAT A, APPLIGATIDN OF PRE-Et!R6EN~ h~ 1010E N~5 TO BE APPLIED
DOPY WILL BE PROVIDED TO CONTRACTOR BY OVAIER. 5/CD-la VIRNONIA NOVEBORACEN515 1556 PRIOR TO THIS NATIVE 6RA% RIPARIAN SEEDING - SEE CONTRACT SPECS
3/CD-1a STREAM DEBRIS REMOVAL ' 6/CD-1a * NOTE THAT TREE CALIPER AND SHRUB HEIGHTS L15TED ARE THE SIZE OF THE PLANT5 AT IN5TALLATION. Sheet Number
NOTE THAT FESCUE 15 NOT TO BE PLANTED IN NETLAND5, STREAM5ANKS, FLOODHAY OR FLOODPLAIN. THE "RIPARIAN GRASS MIX" 15 TO BE USED IN THE5E AREAS. 6RA55 GOVER 15 LABELED A5 EITHER CD-la
I GENERAL TRAIL NOTES AND DISPOSAL NOTES PLANT LIST "FE50UE LAHN" OR "RIPARIAN &RA55 MIX" ON THE GON51-RUGTION DRAHIN&S.

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N IVIDUAL ONLY, PLEASE SEE INDIVIDUAL ` W
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PLANSCAS MARKED ON THIS SHEET
TAILS ~N TRAIL FAR DE FAR DETAILS ~N TRAIL N
' - C~NSTRUCTI~N, CONSTRUCTION, ~
DUKE POWER J
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~ + ~ ~ p 919,682°0368
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r l` \ 1 stated In the HeclaratJon In Reai Estate Haok 1510
f ~ ` page 958, No structures, \`li fIU, en6anknents, trees, or
1 obstructions pernitted wl#~ln the easenent except
acca^ding to these terns. PER P~H, 115/185
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1_ ` ~ » CREEK TRAIL
1 DURHAM PU IC ` i / ~ Ic_ < . » °aREEPdWA~'°EASEMEiV~',` ° • • • ° . .
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~ F J ZBNWATERSHED ~ E / E ~ RDFT COMMUNITY OWNER: E E ~ +i , , , ~ ASSOC. INC, CITY OF DURHAM
, , i'ONINGa PDR 3,65 101 CITY HALL PLAZA
CV ` / ~ ~ PHA A .:„~„~r rj /J-D WATERSHED DURHAM, NC 27701 ,
~ i _ - » ~ • . ~ _ ATTN: BETH TIMSON
o~ r " % » ° ° ' ' PARKS & RECREATION DEPT
' - ~ 071gg -10-8185 •e , > A , , » . ph:919-560-4355
. 42 1 011 ~ \ ~ HOPE V P INTE LL ~ ~P ' ~ » » • , fx: 919-560-4021
D8 294 20 Q~ E & RUBY PENDERGRAFf ^
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i ~ Date 10/28!65 CD RESUBMiTTAL
~ / Revisions 2115108 BIR SET ~ 3!05!08 ISSUED FOR
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Sheet Title:
PHASE 1 ~ TRAIL PROPERTY
OWNERS.,...
EASEMENTS AND
LEGEND I SHEET INDEX
100 0 100 200 300 Sheet Number
CD-2a
'OVERALL TRAIL -PROPERTY LINES AND EASEMENTS eASerreNr uxe ~oP~rzrr ~iNe CD-2a
i" _ goo' START TO MATCHLINE B J~l~l~ ~EENWAY EASEMENT 0 srRUCru~ scale 1" = 100'

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C~NSTRUCTIQN, , , • r' ~.r? • , ? , , , • W Durham, N.C.27701
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/ % ~ m ~ ctlans pernitted % J •1 • ? ° ° • , ° ° °V• p• . • • , , , the easer~errt except i ? ,
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i EASEMENTS, REO"BOO ''1 !'.;°.`,r : ~ • • , i
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426- -0~3E j WOO~CROFt C MUNiIY' ASS: INC: r ~ j i ~ BOOK 325, ` ./y, ~ DURHAM, NC 27701 i , • j • ~ f ! ATTN: BETH TIMSON
~ DB1 850" y ? i ' ~ ~ ~ PARKS & RECREATION DEPT
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o , o r , ? ~ ? r , r • , , • r e o a • , ? • , ? e r r••,.,"r••'~•"11 •r• ( • i; Sub,jeC terns statefl (t ~ ~ ~ % I } In t ciQrdtidn 1n'Rehl • • } ? ~ • q • : •
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• , , , . , , , . y..s' •i . ? y~;( (•'a ,i i % CONSTRUCTION
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. . . ° ? . . Easenerrk suBJect to~ • { , stated to the Declaration (L . ? • r , ~ •y. e • s , r.:....~ ~ ° , a.' , p ° • ,mom ~ , o } ...,,r..
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25' WI E DURHAM DOUGLAS FlAUGHTER " • ? , , " • " " , w Easement. SubJect to ~ SANIT SEWER ~ T MELVIN terns stated 1n the r ........,••rr•... ~ i x@ e m e, m• r r e r x? x ~m • m
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506-01-007 HOPE VALIEl' FARM HOME ere . m + s Y e • e r • r i~ ~ = i0 9i 'y' i
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r ~ WILLIAM >k ~ /1 WIL I 9~/" 71 AN.. A.~' USEr° ~ -SkIAB(]D1J~RKEL / y' ? ? . ° . • c • e . r . a . , A e • • • 1 • ~ ~ R . A •1pp ? / e~gankne&nts,~tre~eus~ or obstructklns
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'?r ~ '~O~i',,• 879 AND DEED BOOK / / ' ~ r °"Y ~ ~ THIS EVERALL PLAN IS SHAWN FAR ~ ~T
• f ? ' / / 9 r 1 ? e ? 4 ? 4 ? • • ` • , ORIENTATION, PROPERTY OWNERSHIP
x/ r 1 / , , v • • ? • • ? m x b ~ r • b e/6 d 0 v A r 0 v n . ~ ;
~ 9 p ~ Y 4 ~ , / / N • 1 / IDENTIFICATION., AND AREAS ~F CONSl'RUCTIONDRAWINGS
~ ~ ' ~ BASE BID AND ALTERNATE BID
. / ~ { ONLY, PLEASE SEE INDIVIDUAL SheetTitie:
Y ° ' e • + / / / i / { 0 e m e Y ! r 1 Centerline of 35' wide City of P LA N S C A S MARKED E N THIS SHEET) TRAIL PROPERTY
? r ~ / / • A r • d \ I A / : ~ Durham Sanitary Sewer Easement j'~ T' p ~ ~ ~~d SubJect to terms stated In the ~ ~ R 1J E I A I ~ J ~ N T I~ A I L
/ / .A i N m , r / ~ Declaration In Real Estate Book 1510 O~~R~ / page 959. Na structures, flll, u it l~
~ ~ I ~ / 4 • , ? ~ ? m ~ i nwMnwLMnn+~ ewe„ nn nMe+w,r+Inna r-~ . , , ~ r e ~ a
permitted wlthln the easement I U UNJ! K U 1, 11 MIN,
i d except occorcOn8 to these terms EASEMENTS AND
LEGEND SHEET INDEX
CD--2d EASEMENT LANE PROPERTY LINE 100 0 100 200 300 Sheet Number
AND EASEMENTS ' -7 TRAIL PROPERTY LINES OVERALL REI=NWAY EASEMENT 5TRUCTURE 1717 1 = 100' MATCHLINE F TO MATCHLINE H I EM MM Scale 1" = 100' CD-2d

Q • ~ ~ ~ ~ ~ 66, PG 21 ~
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a SEWER EASEMENT, PLAT 2 ~J ~ f ~Yf BOOK 36, PG 82
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~ 1 414-01 002; • ITY OF t~ItRHAM / /
DB • DB a~32~a6 : / THIRD FQRK
~~fN . » D ts~ VACANT'. / ~ CREEK TRAIL
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~ ~ , I • C,EnterUne of ~i' wl~ City of ~ ~ t ER / ~ rhan Sanitary Sewer Easenerrk /
a : , r \ 2 ~~P • _ /SubJect to terns stated k~ the ~ BOOK ; " Dedaratlon In Real Estate 8ools 1510 i"'~'"~Y
~ I ''a ' » » , - _ Page 9~~ No structures, ffll, i / enbariknerrts, trees, ar obstructbr~s i
;1 SOU / pernltted wltht, the easenent i except aaor~ng to these terns
\ SOUTHER \ NQARIES ~ { ` l` ` \ BOUNDARIES i
• PARK A, A ~ ~ PARK i DURHAY OPEN SPACE AN11'1'sAnB /v / ,r - ~
~ ~ ~ V ~V ~ ~Mff; ~DE~D~~ ~ 0820-18-32-0364
~ \ 8.89@ RES sss: ~ rM i1M3-~oz-oo5 NORTHISOUTH
\ ~ , \ ~ , ~ REB;. DB 149076 zoNi~N~: ~ R-2°,` TRAIL SYSTEM
\ \ ~ ~
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\ , ; ,V ` ~cn , 1 , . . . i i
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_ . ~ ~ OWNER: ~ . ./........e /
• - ~ CITY OF DURHAM
, \ / ~ ' 101 CITY HALL PLAZA
\ ~ I DURHAM, NC 27701
` ~ / \ \ \ , ' ~ . _ . . _ . . . . " _ ' ~ / ATTN: BETH TIMSON
, ` \ \ Z . . . . . . . . . . . . . PARKS & RECREATION DEPT
To ~ , I y 1 0 T ~9 ` 4. T , , NA E ~T • • ph: 919-560-4355 .'.•...•.„.-.....^.N.e.a,y. .1.~~~~v. fx:919-560-4021
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USE: FACILITIES MAINTEN
~ \ PUBLIC WORKS
OPERATIONS & MAINTENANCE CEN R
't \ ~ ~ r ` \ i
P ` \ l , x ~ ` \ ~ DRAWINGS NOT RELEASED THIS aVERALI PLAN IS SHOWN FER FOR CONSTRUCTION
` \ ` ' ~
j ~ ~ I OSED osED ERIENTATI~N, PROPERTY OWNERSHIP
LT ' IDENTIFICATION, AND AREAS ~F Job Number: os31
~ , ~ ~ Drawn / BASE BID AND ALTERNATE BID ` ~ / ',4_ ~ . ' ~ WIR,CP J, , W,JCyK6, KH
, ; , I
, 4 ~ ~ ~NLY~ PLEASE SEE INDIVIDUAL cne ea DAJEOSTRKSAB KH_ / `t Date 10!28105 CD RESUBMITTAL
~ PLANSCAS MARKED ~N THIS SHEET) 't,..- Revisions 2115106 BID SET 3105108 ISSUED FOR
\ , i FAR DETAILS ~N TRAIL coNSTRUCTioN
I~ ' f C~NSTRUCTI~N, 816109 BID SET i
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, i Sheet Title:
f ~ ,
~ ~ i TRAIL PROPERTY
t c
\ ~ \ PROPOSED GREENWAY ~ p N o~~ 1 R OWNERS,---.. _
TRAIL TO TIE INTO NIL / ' It TAW L. ' Lfto EASEMENTS AND
LEVIS & LUZ PARKWAY SIDEWALK
VAIM?~p / > ZONING: P + ET. INDEX
CD-2e EASEMENT LINE PR( ROPERTY L{NE 100 0 10p 200 300 Number P
OVERALL TRAIL PROPERTY LINES AND EASEMENTS LEGEND GREENWAY EASEMENT STF STRUCTURE D-2e
" = PARK Scale 1" = 100'
~ 100SOUTHERN BOUNDARIES

j
S ~ R PARTNE ' ZONE: R-1 ® l1~AT LINE A f ~ ~ / ~ T LIFE A/ ~ ~ W 278 ~
j ' ~ ~ I. FIJ-B WATER D / ~ / / ~ / / / 1•, V
I ~ .1 e~ ~ E W ~4~' / ~ ~ ~ 280 ~ ~
~ ~ 0719-0 -20-3309 PT TA
',I 4+5 .0 426-01008A-50 ~ 1 NUPE ALLEY ~ NO FLOODWAY, FLOODPLAIN, OR ~
POINT LLC ~ ~ i - _ _ / / / / ~ \ 282 I 4
~ ZONING; C(D) WETLANDS DN THIS SHEET RIPARIAN j ~ ~ flJ-B WAT SHED v~ / ~ _ / / / ryt0 ~a - 264 / ~ Q
;I G . USES COMME CIAL / I
j 10" OAK w / ° tt ' BEGINNING AT STA 4+00 RESEED LAWN AREA WITH / U
0 N RIPARIAN GRA55 MIX BOTH 51DE5 OF TRAIL 0 : / / / 286 ~ \ y / ~O / / 288 ~ ~ \ 1 ! G
I~ ~ 'iI1 - /
II EXISTING TREE / j 1 0
I( ~ ~ , TO BE REMOVED i~ ~ ~ ~ / , ~ o - / ~ 292 ~ r ~ t7 p p
I - `I LEGEND
'I ~ ''~i ~ PC STA LIMIT OF CONSTRUCTION / ~ LIMIT OF GONSTRUGTION
~f~ / PROPERTY RELATED ITEMS 3+76.68 ~ EXISTING PROPOSED
a
22" OAK o - ~ - PROPERTY LINE SGUE / TRAIL MEETS EXISTING GRADE ` ~ v I
` - - - e- LAWN EXISTING BENCH EASEMENT LINE w~ ~ TO BE REMOVED ~ ~ / I ~ AT THE 288 ELEVATION ~ Z 111 West Main Street N
' ~ ~ STRUCTURE , i ~ ~ ~ W Durham, N.C. 27701
-o-o- -X-X- FENCE ~ ~ ~ z p 919.682.0368
I ~ _...._r EX STING ASPHA T ,I I L RETAINING WALL ~ - , ~ ~ ~ ( ~ ~ a f 919.688.5646 l--~ ~ W www.cjtpa.com
PATH TO BE REMOVED ~ ~
•1 PAVING f I I ~
PT STA I '"`l 3+28.93 ~ 10' WIDE EXISTING PROPOSED ,
~ . - ~ ~ ~ ASPHALT TRAIL GuRB e GUTTER
~ ' ~ ' RE: 1ID-1 ~~r O 1 \ 1, ~ N
~ ° EDGE OF PAVEMENT t ' \ I \
: CONCRETE SIDEWALK o
PC STA ~ ~ ~ I / ' 294 ~
..f t, A5PHALT SIDEWRLK 1 2+96.0
t HEAVY DUTY ASPHALT t ~ ' 6' LONG BY 4' WIDE GONGRET•E SIDEWALK 1 ~ ~ ~ I ~ ~
RESEED wITH i ~ ~I ~ \ I ' NEW SWALE TO BE GONSTRUGTED
RIPARIAN GRA55 PAD RE: 5/D-1 TYP. ALL (5) STATIONING FROM POINT i \ BENCH LOCATIONS. BENCHES TO t5a~ 21 OF BEGINNING MIX ON POND SIDE t AROUND NEW GONG. BENGH PAD.(TYP)` l ~
BE SUPPLIED AND INSTALLED BY ~ OF TRAIL POINT OF G~2VAlURE ~ ~ ~ \
~ j OWNER ~r POINT OF TANGENCY t 2" LIQ 1' I~ \
o UTILITIES ~ o
26" A Z EXISTING PROPOSED ~ ~ o
't 2 EXISTING ~ UTILITY POLE ~ ~ U Project:
1 ' ~ BENCHES TO BE ~ ~ ® ~ GATGH BA51N ~ REMOVED I
, ~ Z ss RAISED MANHOLE 1 ~ IW~
t 11.1 I 1L z ~ ~ z ~ THIRD FORK
~ -so Asa-- STORM DRAINAGE PIPING ~ Z ~ U ~x ~ ~ ~ ~ z ° ~ ~ CREEK TRAIL
o i ~ Z D CULVERT z TENNIS COURTS I 0" CED '`C 1L 1 ~ ~ z ~ TENNIS COURTS I ~
R i - SANITARY SEWE I ~o
I ~ ~ ~ -FO- FIBER OPTIC LINE IXISTING POND I irT b ~ - ~ ~ I ~ i
! " ' v ~ NOTE: CITY OF DURHAM SEY~R LINES i rod, ~ ~ 1~~ Ill 1
~ ~ ~ ~ J EASEMENTS SHALL BE ACCESSIBLE AT ALL ! ~ lL TIMES FOR MAit~'fENANGE AND REPAIRS
I RUN TRAIL EDGE I I THROUGH CONTACT WITH THE 6ENERAI. I nuwwc aPErr specs nHn Tueus ~ ~ ( ~ 1
0719-03-10-9640 ! PARALLEL TO AND 10 GoNTRAGTOR. EXISTIN EXISTING POND ` ~I Q`
426-O1-008 I FROM TI=NNIS COURT TOPOGRAPHY CITY OF DURHAM I FENCE 338 I N ~ ~ ~ ~ NORTHISOUTH
DB 395 / 564 I - - - coNTOUR 'I ~ I ~ ~ TRAIL SYSTEM
ZONING. R-10 1 X a~7 5 F/J-B WATERSHED I + 157.5 SPOT ELEVATION (TRAIL G/L)
USE. PARK I 10' ' I ° GARRETT ROAD PARK STREAM TOP OF BANYJ ~ ~ ~ GARRETT ROAD PARK ~ ~ DURHAM NC
I 0° LI ( I Q EXISTING BENCH i
FW FLOODWAY OFFICIAL OFFICIAL TREESAVE I TO BE REMOVED i OFFICIAL TREESAYE } ' I I I
AREA RE: 1/GD-1b j ~ - FP - FLOODPLAIN (FLOODWAY FRINGE) AREA RE _ AREA RE: 1/GD-1b ~ 11 ~ ~ ~ l ~
DO NOT 015TURB ' PT STA REMOVE EXISTING TRASH GAN ~ DO NOT 1 I 50' STREAM BUFFER OWNER WILL SUPPLY AND - DURHAM STREAM BUFFER DO NOT DISTURB i 1 EXISTING WATER I ' 1 I !l
EXISTING CONCRETE 1 +00.69 REQUIRED (SIZE VARIES) i INSTALL NEW TRASH GAN i FOUNTAIN TO REMAIN I r~ I I
I r RESEED WITH I EXISTING WATER FOUNTAIN NOTE: No FILLING IN FLOODWAY. ALL EXCAVATED MATI=RIAL
RIPARIAN GRA55 TO REMAIN / TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. NEW A`. NEW ASPHALT AND J ~ EXIST. STORM PIPE ~ / ' , I OWNER:
/ ~ MIX ON POND SIDE ~ ~ GONGR ~ EXI5T. RE-SURFACE WALK INTO COURT WIT 1 ~ CONCRETE PAD TO I DRAINS INTO POND - I I ` 1 11CITY HAL LPALAZA
OF TRAIL ~ ~ ~ i NOTE. WHERE NO PROPOSED GRADING 15 SHOWN, \ SLOPE , \ i WASHROO ~ TOPCOAT ASPHALT(59.5A PAVEMEN) TiZAIL IS To BE GoNSTRUGTED To A \ EXI5711 SLOPE AWAY FROM EXIST. NO OUTLET FOUND i \ DURHAM, NC 27701
i BLp~ ` ~ i FINISHED TOP ELEVATION THAT MATCHES T MIN EXI571NG BUILDING / WASHROOM a INLET PROT~ GTI QN DISTURBS ' ~ I ~ ~T MIN 2~ SLOPE or BLDG AREA 00 ~ ATTN: BETH TIMSON
ADD 5 BIKE RACK KEEP~RAI~EDGE 9 i ~ THE EXISTING ADJACENT ELEVATION. RE: 2/D-2 / FROM FENCE CORNER - - - - / , I PARKS & RECREATION DEPT 5~ MAX - -
~ i ao ~ ph:919-560-4355
~ i ITEMS ' ~ ~.i I _ DWQ WETLAND ~ STREAM EROSION CONTROL a REMOVE EXISTING ~-~`~~1~[~r~- GONST ~TION STA ING fx: 919-560.4021 . t ~ ~ _
~ ~ ~ ! BUFFER IMPACTS PROPOSED OVE EXISTIN ~ AP °J~RDB5 A'Ca1d6~ID ICU AR ! SILT FENCE (TEMPORARY) ADD VEH L ~ / 29~/ SILT FENCE
AS HALT IN TH15 0~ ~ NEW TRAIL i Y~TLAND IMPACT -NSF ~:~_3 ~ ~ EXIT NIZEXISTING 18 STORM RE: 2/ D-
~ i A AND ~ ~ ° ~ EXI TING ASPHAL TREE PRDTEGTION FENCE ~ ~ Yy i Y+~1'LAND TEMPORARY ~ , ,t ~ a ~ RE:3/D-3 (TEMPORARY) ~ ~ ~ ~ ~ iPE 4' ff INSTATC Fem. I
AGE WITFk ~P ~ LO .STRIPE FOR 7 ~ ! IMPACT ~ 29 298 i
NEW ~~-'ALAI=~ RE: KNOCK-DOWN o / 0 12~'oAK 5 GE5 TOTAL - Tse - TEMPORARY DIVERSION 1 r ; -15•.CEDAR STREAM BUFFER DITCH RE: 5/D 3 s ~ ~
1/D-1 BO{.-1-ARD i ZONE1 IMPACT o ROCK PIPE INLET ~ ~ ~ ~ X98 ~ , _ ~ MATCH GR~gE 1
« t STRERM BUFFER PROTECTION RE: 1/D-3 ~.~o IP LLARD ~ 08" ~ ~ ZONE 2 IMPACT SEDIMENT TRAP RE:9/D 4 ~ ~ ~ ~ z ~ .Q . EXIST. PAR . ~NG T
~ EACH 51 ' ' 18 ~ . STREAM BUFFER ® (TEMPORARY) SLOPE TO iSU /
5TIN6~ Y 0° ~ ~ l ~ d~ - ' 9 ,7Y J ~ TEMPORARY IMPACT • 4/D- PC STA g ~s ! ~ ® ROCK GHEGK DAM ~ / 3 ~ ~ POSITI RAIN GE ~ ~ G NS RU T'# ' k'
SAW GUT 0+18.07 MA 12 PINE J ~ RE: 7/D-4 (TEMPORARY) / ENT NG -4 ~~~~,,uuu,,,i~~~
EXISTING ' U ASPHALT N REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES / ~ IAN RE: 1 ~ ~ CA~~
8' 1<w / AND RESEEDING OF TH05E AREA5 FOR STABILIZATION 15 TRAIL M J TRANCE TRAIL START i EXISTING TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. ! ~ / TRAIL START. ~ ,f ~ ~.~`~~-~..•pNO'scgp•~i~'~;
IG S' 0+00 26.91 ASPHALT
HA ~PPED ° i' , 1/D-8 PARKING OT DWQ 50 STREAM BUFFER VEGETATION i • S AGE ~ / ? x i~ 1050 Z; x ~n•
, ~ ~ ZONE 1(30-FT) d Z01~ 2 (20-FT) EXISTING PROP05ED 1 2 9 TYP;~~.~ - ~ ~ ~ ~ ~ ~ ~tC---.
8.85' TYP. ~ m AK TREE TO BE REMOVED ~ / • d / ~ I
1 V -AGG LE o~K 2 16 GRIND OFF EXI ING sr~~.a~ TREE SHRUBS HANDI APPED AGE 5. /
4 ° ~ STRIPING OF EN IRE 6° AK ~ NOTE THAT EXISTING TREES 1/D-1 24.13 LOT ~ RESTRIP A5 ARE DRAWN WITH SCALED / ,
~ I ~ ROOT PROTECTION ZONE ' E(>~AL TO 1 RADIUS PER 1 ` i N' `
„o ; ~ SHOWN ~UN~ ~ TREE TRUNK CALIPER LIMIT OF 4 OA LIMIT of ~ N
° N TRUGTION ~w~ 0 5 ,f Io sc ! STRIPE FOR 9 ~.zr7N~ ~ VEGETATION LINE . ONSTRUGTION I I
SPACES ®9 a.G. ~ , ° i, I I ' Job Number: 0831
~ ~
X STRIPE FOR 9 ~ SPACES ®8.85' ~ ~ ~ ~1 ~ ~ Drawn WLR CP JYV JC KB KH
0 x 12' TALL ° ~ ,K TINIA INGL 1 H.G / Checked DAJ EOS TRK SAB KH
` ° ~ 300 i ~ ~ / / ~ ~ Date 10128/05 CD RESUBMITTAL
` X Q 0719-03-10-8185 ~ij ~i l X OA / i Revisions 2115106 BID SET C~~`1`~ , ° _ ..v ~ ~ / / / / 3105108 ISSUED FOR___
T ~ 426-O1-011 WHERE NOT INDICATED, LIMIT OF CONSTRUCTION ~ fi C ~ HOPE VALLEY POINTE LLC ORK IS SILT FENCE OR TREE PROTECTION FENCE ! f CONSTRUCTION C~ ''`U `
S ~ DB 2941 / 206 UC _ f ; ' ! , i LIMIT OF ~$7~,,~~~~'~ _ I~'~ i ; ~ i ~ ~ ~ 8!6109 BID SET CTr~ ,v ~ ~ \ / LI IT OF I 8131109 NCDOT commenks
Tlp ; ` ; ~ i N ZONINGS NC (D) N ~ ~ ~ ` ~ GONSTRUGTIO ~ ~ F1J-B WATERSHED ~ N ~ ~ GONSTRUGTI N
y;. ~ \ USES COMMERCIAL ~ ~ ~ ~ ~ \ ~V~~~ ~ ~ ~ ~ ~ ~~p 417110 DWQ REVISION
/ - - - - ` ;
~ ~ ~ / - - ~ 290
G ~ ~ - ,Q ~,~'j ' \ ~ ~ ~ _ CONSTRUCTION DRAWINGS
10'x70' SIGHT DISTANCE TRIANGLE
1 L ~ 15" R~P W/ Sheet Title:
10'x70' SIGHT DISTANCE TRIANGLE SEE SHEET GD-4a FOR ~ ~ RIP I~AP ~ TRAIL -
SIDEWALK CONSTRUCTION,
GRADING AND PARKING LOT ~ ~ ~ I ~ .GARRETT ROAD
FBI ANTIUr~ IN T!-III, ~,FrTInN
( Z \ PARK SECTION
& EROSION CONTROL PLAN 30 0 30 60 90 PHASE 1B
CD-4 SITE & LANDSCAPE PLAN GR~,~kao GRADING & EROS 'TRAIL - GARRETT ROAD PARK ~3 ho Elm Md Sheet Number
1' = 30' Scale 1" = 30' CD-4

W

I ~ i V W
~ / FESCUE LAWN H
/ EXIST. IN DISTURBED r EXISTING PQND I
i e AREA WASHROOM o
/ BLDG <
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FESCUE LAWN r IPARIAN i < v
0 i ~,d,~ GRA55 MIX IN c i fA
f „ AP 11 LIR 6 5N r DISTURBED 10 HEM 4 J5
/ AREA ~ BEDLINE r r o 5 PL MULCH WIT N r < z ~0~~ `~-~ll J
''I ~ ~ "o, rs~ PLANTING ED i 1 ~ FESCUE LAWN p°~
p~ I IN DISTURBED `~o ~ „ 0 12 oA / z
5 CEDAR I AREA ~ ~ z, i
i" - ~ ~ , ~ ~ i ~ / < ~~~~f ~J ~J~~PA J
~a ~ 8" 3 0.
18 HEM ~ i ~nr~~ ~ ~ i ..^^0 V
3 PA N o i I r ~ ~ 2 G5 12'~P1NE W Z 111 West Main Street
~ 25 RUD r 2 G5 ,J ~ i w Durham, N.C. 27701
~ 20 LIR ~ c0 19 LIR ~ r z p 919.682.0368
I 15 5ED 4 i ii c~ f 919.688.5646
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294.0 ~ ~ ~ : 2'' t`>~;~C j
~ 294.0 - - - - ~ 294.0 - - THIRD FORK
REMOVE TREE kN 7 PL RIGHT OF WAY. ~ BJ
15"' RGP 10 BJ CREEK TRAIL
II i I~
c^
FESCUE LAWN FOR
DISTURBED AREA IN 10'x70' SIGHT RIGHT OF WAY DISTANCE TRIANGLE
~C ! C'~i DURHAM OPEN SPACE AND 1'ttAI13
D N,q
~ 983 1 CD-4a N~RTHISOUTH
LAN -GARRETT READ PARK PARKING LOT PLANTING P TRAIL SYSTEM
1 = 30 DURHAM NC
I o ~ ~
~ o„I Q GARRETT ROAD PARK
DURI INSTALL TION OF GARRE ~ ~
ROAD 51 EWA K REMOVE A L TREE L, A D SHRUBS IN RIGHT F WA I ~ ~ OWNER:
DO NOT MOVE E5 INSIDE FENCE ~V~ i I I ' \ CITY OF DURHAM
EX EPT FOR H05E IND ATED OFFICIAL TREESAVE AREA RE: 1/GD-1b ~ 1 I I 1 101 CITY HALL PLAZA
DO NOT DISTURB DURHAM, NC 27701
ATTN: BETH TIMSON
~ \ PARKS & RECREATION DEPT
~ \ ~ ~ i ph:919-560-4355
j ~X~ST' ~ ~ ~ fx: 919-560.4021 f ~ WASHROOM a
~ ~ ~ ~ \ 8 PI i 0 \ ` BLDG
\ 1 1 ~
\ ~ a
a°~ \ \ ~ ~
\ ~ V "A e / / _ AP 296
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t ~ ~ ~ / \ ~r ~ 0 12~OAK 98~ i J ~ 15~ CEDAR ~ ~J~~n~~p~~y~
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/ 30 ; ~ p~T 'o ,~s~8~ ~ 1~ x 's ~ 10 ~ x c
v ~ / DO T OVE~ISTING I 10' INE • "MAP ~ti~ 12 PINE ~ ~ ~O• . ~ •
FENCE. ADD MPORA~Y~ \
TREE R~EGTI SIGNS (RE „P~ ~ \ ` ~j / ~ ~ j I~~~r' N A1t~~~~
-3 TE TO TH FENCE "
I \ \ O l Y. \ Y 4 ~ A ....s... •
~ ' ~
\ 0 NOT D15T ~ ~ ~ •
XISTIN6 FENCE ~ ~ ~ Oq;K
\ \ DURING 51DEWALK \ \ INSTALLATION I~ ~ ~ ! / Job Number: 0831
\ ~ \ - Nod 2.. K
E5 J z \ MOVE THE ` . ! / ' OA N/ Drawn WLR CP JW JC KB KH
\ ~ a sc i / Checked DAJ EOS TRK SAB KH
~ \ \ \ ~ ~ ' tiQ Date 10128105 CD RESUBMITTAL
~ NOTE: 1. THE CONTRACTOR SHALL TAKE G NOT TO DAMAGE ~ ~ ~ 0 ~ / ' Revisions 2115106 BID SET ~ ! 3!05108 ISSUED FOR
TREES OR ROOTS THAT ARE TO REMAI . REMOVE THE ND~ ' ' GONG SIDEWALK-FOR ENTIRE ~ ~ I l CONSTRUCTION
SHRUBS INGLUDIN6 \ w . 2. USE TREE PROTECTION SIDEWALK CONS GTION DETAIL PARK FRONTAGE ALONG 10 x 12' TALI i • N ! / 816109 BID SET P OTINIA / / -
ROOTS/STUMPS IN \ 30 ~ ~ " RE: 2/D-1, FOR SECTIONS INDICATED ON THE N GARRETT ROAD RE: 5/D-1 8131!09 NCDOT canments ! 417/10 DWQ REVISION
RIGHT OF WAY. / \ SAW GUT AND COMPLETELY \ ~ ~ . ~ 1~OA
REMOVE ALL TREE ROOTS \ REMOVE TREE ~ -
AEONG FENGELINE TO ENSURE \ \ ~ ~ ~
PROi~ER PREPARATION OF ~ ~ ADD STREET TREES \ \ St~GRAD~FOR 51DEALK I
~ AFTER SIDEWALK \ ~ GON TRUGTIb~d.
~ / INSTALLATION \ ~ ~ , ~ - ' ~ ~ ~ ` ~ CONSTRUCTION DRAWINGS
\ REMOVE TREE IN
\ RIGHT OF WAY. \ - --J J 290 ~ Sheet Title:
\ ~ RGP ' ~ - - J,
TRAIL -
¦ ~ /rn_n a GARRETT ROAD
GARRETT ROAD PARK SIDEWALK INSTALLATION PARK DETAILS
1" = 30' SITE & LANDSCAPE PLAN GRADING & EROS]
& EROSION CONTROL PLAN PHASE 1B
Sheet Number
CD-4a

~j
i i ~ `
.1 ~ ~ ~ W i
~ ,o~ IN RIGHT OF WAY ~ ~ 'I ~ o~ti & PC NOTE• ALL TRAIL CONSTRUCTED ~ 6 # , 15 TO BE CONCRETE SIDEWALK TRAIL RE: 5/D-1 ~
EEL CIA RAMP a ~ '8.18 ~ TAI NE~D,ED'~, vv~~ ~ ~ ,
' ~ i! / ALL CURB AND GUTTER AND SIDEWALK WORK IS ~ ~ / / \ , \ ~ ~ ~ DIGA _
~ 1`~ 1oe LO,G'~TE STOP BA AN TD BE SUBMITTED FOR REVIEW AND APPROVAL BY ~ OUT=257:9 ~ ~ n ~ aoc
~ END PT o~P ~ D GTION ARROWS~BEHI RI R TO CONSTRUCTION. ~ ~ ~ , NG DOT P 0 68C!<ASS B_ RIPRAP \ 9 0 ~ ~ l
12+05.94 ORIG ~ G OSSWALK STRIPIN>~ ~ ~ ~ i~ 6~x9~1~8~H~FC... ~ i ~ ~ ~ Q m
i ~ '~a ~ ~ ~ ~ ~ ~ ' ~ ! W
i / j ANG PT & PT ~ ~ \ ; , . ~ ~ R~1=ARE SHEEN o
~ 11+98.46 ORIG ~ ' ~ E ~ I CONTRACTOf CONTRACTOR TO LOCATE EXISTING A ~ GD-~A ~ ~'NG 75'~ 1~V ~ ~
0719-03-20-8641 11+98.45 REV E/F /B _ _ ~ ~VA~ LINE ! ~ TM 4P6 OP 004G ~V~ LINE & UTILITIES P~@R ~ ~ ~e1 ND TRAIL 1 A \ i' z
r i 'WACHOVIA BANK & TRUST CON START @F~C ST~R@F~CONSTRUCTION & N~DOI, CB~Z,`." \ Ii~RQVEMI= ~ 1 J
TYPE ~ /f ~ ZONING= OI-2 (D) t~EPORT AN ,#~EPORT ANY~C,~ONFLICTS TO THE TIC=26~~.~2 `v~ ~ ~ ; ~ ~ 1 v ~ o a
~ F1J B WATERSHED ~ \i ENGINEER MINOR ENTRANCE SIGN ~ PAGE 0 1 i' ENGINEER IN~~OUT=25~;~ ~ ~ ~ ~ \ ~ 1 ~ ~ ~ x ~J~VU~~~ ~ ~ ~ ~ z
i' LEGEND i i • POUR P05T URB R= ! ~ ~ ~ A ~ 1
PROPERTY RELATED ITEMS RE: 1/D- P i • ~ ~ ~
~ EXISTING PROPOSED ~ ~ . ~ \ \ \ ~ \ 4 \ / i ~ 0
~ ' I - - PROPERTY LINE ~ f 2
CONSTRUCT TRAIL ALONG BACK OF CURB. o ~ ~ - - - e- EASEMENT LINE ~ ~ ~ ~ ~ ~ ~ v . ' , ~ ~ A ~ ~ 111 West Main Street
~ CURB AND DRIVEWAY GUTS TO BE INSTALLED x ~ ~ ~ ~ ~ STRUCTURE ~ E'ER DETAIL 1/D-9. NOTE THAT CURB AND - , ' S ~ ~ v \ \ : A W Durham, N.C. 27701
~ \ -oo- =x=x= ~ ~ ~ GUTTER, TRAIL, AND ANY OTHER WORK IN THE ~ ~ FETE ~ ~ \ ~ ~ ~ o~ ° " tf`~ z p 919.682.0368
DOT RIGHT OE WAY REQUIRES A PERMIT ~='y , RETAINING WALL ~ ~ c~ f 919.688.5646
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°a PAVING ~ ~ ~ V A ~ i ' ~~((1' A 1 \
~ EXISTING PROPOSED \ ~
REFERENCE SHEET ~ ~ CS3~ URB 8 GUT•fER ~ ~ v I 1 ~ ~ ~ ~ ~ ~ _ /
GD-5A FOR NG 751 ~ ~ _ G ~ 5. AND TRAIL ~ ct <
EDGE OF PAVEMENT \ ~ IMPROVEMENTS 0719-03-20-3888 ~ ~ `
~ ~ ° ~ CONCRETE SIDEWALK 426-O1-016 P TA \
S & R PARTNERSHIP +5 ' - . RI ~ ' I ~ftay~i~~: ASPHALT 51DEWALK \ ~ v ~ N~ CB~3A .
DB 1647 / 383 ZONING, R-10 STA ti ~ \
i 10+41.4 ~ . HEAVY DUTY ASPHALT F/J-B WATERSHED o: l SIDEWALK 1
USE; VACANT ~
" _ y ~ ~ ~ STATIONING FROM POINT 'o ~ ~ ~ %r t5~2i OF BEGINNING 1 i ~ 3'~ 15"RCP @ ~1.0~~~ ~ \ \
'`o ~ FESCUE SEED DISTU(D 9. < O : ~ POINT OF CURVATURE I ~ / ~~C=`~62.9~ ~ `"``~o,~. k°° ~ NCDOT CB~4\ ~ ~ ~ _
~ AREAS ALONG iL ~ ~ POINT OF TANGENCY ~ l ~ INV Ifs=259.3 \ , ~ " T~C=263.0 ~
10' WIDE UTILITIES ~ `~f~. EXISTING PROPOSED ~ . ~ 7 I ~ ~ INV OlJT=259:43`, 1 ,A INV IN=258.7 ~
CONCRETE 1 ~ l / 1 1 ~ ~~INV OUT=258. EXISTING /
; SIDEWALK RAIL uTILiTY POLE / ~ / / ~ ~ '115 RCP ~ j,.0~ , ~ ~ ~ STRIPING ~ l 1 / / ~ ~ ~ ~ , ~ Project:
~ RE: 5/D 1 GATGH BASIN / PCC ST ® ~ ~ / / / J y ~ ~ EX CB ~
~ 't / MINOR EN GE t 9+40.61 ss RAISED MANHOLE I j / ~ ~ ° ~ 1NV IN=258.14
t: , ~ 51 GN (TW POSY] ~ ~ / I ~ / / RESET EXITING fc,H. BENI . EX INV OUT=2 4 TH~R~ FORK ~ ~ / / ~ IDEWALK AID MATGH~NISF}~ ~ ; ~ ~
' ~ ~ -so- -so-- STORM DRAINAGE PIPING RE: -8 ca ~ I i~ ~ I ~ , / ~ ~ PER ITY ~DURM~ ~ ~ 1 ~ CREEK TRAIL
~ s G A °C ® CULVERT
~ ~ ~ ~ - - SANITARY SEWER _ _ c?~~ ~ 8.5 { 0719 03 20-5635 GN PE / / ~ ~ , ~ kNLET ~ /I / / ~ A DARbS ~ o: ~ GTiON
~ - - _ N ~ -FO- FIBER OPTIC LINE 4~6 Ol 015 A/G/D a : ; / ° . 7/D-3
SHIRLEY SMITH m i ~ ~ NOTE: CITY OF DURHAM S;:WER LINES b
DB 2520 / 76 KNOGK-DOWN ~ _ • ® GN PE EASEIV~NTS SHALL BE AGGE551BLE AT ALL /l l I ~ 15"RCP ~.0~ ~ ~ ~ ~ GQ v'
ZONINGS R-10 5 PJ B/E/F/ TIMES FOR MAINTENANGE AND REPAIRS BOLLARD RE: F/J-B WATERSHED ' ' THROUGH CONTACT WITH THE GENERAL ~ i n~ QP~e Srxcc ~'f~us
3/D-2 ~ ~ CONTRACTOR. USE. I-FAM RES
12 J5 :a~ o . o ~ TOPOGRAPHY ~ ~ ~ ~ ~ ~ ~ ° ~ v NORTHISOUTH / I 1 , , ~ ~ v
' ''b. ' ANG 338 ~ / /
~ 8+97. CONTOUR MULCH SHRUB ~ x 157.E ' ~ + 157.5 SPOT ELEVATION (TRAIL G/L) ~ ~ i ~ Ex. ~~G~+ A~oN ~ ~ ~ ~ . RE ~ NGE/ ' T 1 ~ TRAIL SYSTEM / / I PROPERTY LINES , ~ "~r ~ ~ A~ NG v~ DURHAM NC
1 QP ` t~ l BEDS ADJACENT ' ~ ~ ~ q ~ ~ vwy~ ~ • ~ STREAM (TOP OF BANK)
TO TRAIL 19 MG ~ ST R 10 WID ~ ~ ~ / V 61~
. ~ 1, oN DEWAL II eY>~ ° Fw - FLOODWAY S & R PARTNERSHIP ~ , ~ ~ ~ ~
9 PJ ~ ~ ~ - FP - FLOODPLAIN (FLOODWAY FRINGE) ~ ZONE: R-10 / / " ~
f I 4 / F J-B WATERSHED ~ ~ ' y 60' STREAM BUf'FER R ~ ~ pa ~ ~ / / / / ~ ~A 11
° IPE OL A 5 DURHAM STREAM BUFFE ~ ~ ' REQUIRED (SIZE VARIES) ~ ~ , TALL CHAIN INK 5 IG GH ID ~F l; S ~ / / ~ / ~ t4
~ ~ 6 ~ ~ ~ NGE SET 3 FF ~ ,~[s1 q~/~-2 ODDWAY. ALL EXCAVATED MATERIAL ~ ~
EACH 51D F 'y NOTE: NO FILLING IN FL AS ALT ° ~ ~ , TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ~ / / ~i ~ ~4 ~ ~ OWNER: ~ ~ / / ' ~ ~ ~ CITY OF DURHAM
TRAIL A ~ 56 IMBF GREENWA DGP~1G _ ~ / ~ ; ~ ~.b,,,, . ~ 101 CITY HALL PLAZA
RELOGATE/REPLAGE RE: 5/D-2 G ~ : 1/D-1 _ ~ : 3/D-5 NOTE: WHERE NO PROP05ED GRADING 15 SHOWN, / _ SILT ENGE / ~ , I' / ~ ~ _ / ~ ~ ; e `l,. ~-5 ~ DURHAM, NC 27701 ~ RE: / / ' ~ / EXISTING ~ "
ANY EXISTING TREES ° TRAIL 15 TO BE CONSTRUCTED TO A i .EXISTING TO MIN. 3' OFF THE ~ X~ M r~ FINISHED TOP ELEVATION THAT MATCHES ~ / ~ ~ i ~ " ~ . ` ~ ATTN: BETH TIMSON - ~ ~ / / / / ~ DETENT 1~;' XoM,
F THE .DETENTION %r ~ 15 IN6 ADJACENT ELEVATION• EDGE 0 ~ O THE EX T ~ ~ - ~ / t~ / / / I~AS~N';; % ~ PARKS & RECREATION DEPT
BA51N PROPOSED TRAIL ~ ~ _ _ ~ ~ _ ~ / / / / / /j'~~;-'-; ~1 h:919-560-4355 _ _ _ \ o° EXISTING RISER p
° ~ ~ DWQ WETLAND & STREAM EROSION CONTROL ITEMS ~ _ ~ _ ' ' ~ ~ / / ~ ~ \ ~ ~ ~ ~ . AND EMERGENCY fx: 919-560.4021
PT STA O~fE OR RE ~ ~ 6 G < BUI=EER IMPACTS PROPOSED 7+74.14 EX. OAKS„-` - ~ SILT FENCE (TEMPORARY) EX~ ~ / / / i i ~ ~ MA,,,,~%•' ASP - ~ _ ILLWA.Y- ~ ~ '
' a ~ WETLAND IMPACT -~F NEGES , t.. ~ RE:2/D-3 [
31G NGE I REMOVE EXISTING TREES • TREE PROTECTION FE ~ F / / i i
.v9 ~ o 0 0 o Q WETLAND TEMPORARY RE:3lD-3 (TEMPORARY) TO CLEARING LINE 0 OVE OR REP GE EX. OAK 1 \ ~ IMPACT TEMPORARY DIVERSION GLA~55 ~ I 1 ~ ' ` • ~ ~ I GLA~55 B RIP P l / j / ~ ~ ~ ~ ~ ~ ~~,r'~" t ~t
G 6 \ - Ts~ - _ I ~ ~ ~ ti°' STREAM BUFFER DITCH RE:5/D 3 16 X 16'x9'x "THK / ~ ~ r / ~ / i i ~ ~o ~ 1 ~ / ~'6 v NEW TRAIL TO BE ~ ~ ~ ~ ~
~t~' ~ ZDNEIIMPACT o o ~ 30 WI GREENWAY EASEMENT oo , ROCK PIPE INLET ~ ~ 4 IG ~ ~ ~ ~ ~ e , . ~ ~ STREAM BUFFER PROTECTION RE: 1/D-3 / / ~ / / /~y CENTERED ON ~ 1
A, ~ ~ i ~ , * , ZONE 2 IMPACT SEDIMENT TRAP RE:9/D-4 ~ 18 E ~ / ~ ' . / / ~ TOP OF EX ~ \I e o.
~ aNa FFER ® TEMPORARY) ~ ~ C~' o STREAM BU ( ~O a i. y q s~ AGT I TREE ~ _ / ~ / / ~M ~ ~ ~r
TEMPORARY IMP ® ROCK GHEGK DAM ~
FEP h MULCH PLA RE.7/D-4 (TEMPORARY) J EENGE~fiE: 3/D-3 / ~ ~~~1` I ~ ( ~ L _ _ ~ , - ~ -
BEDS ADJACENT Y EROSION CONTROL MEASURES I ~ REMOVAL of ALL T1=MPORAR S S0, ~ ~ \ 1 ~ ~~~U111111~~~~ ~ I / e
T TO TRAIL AND RESEEDING OF TH05E AREAS FOR STABILIZATION IS ~ S ~ S ~ / i' .r`'`.' ` ~ I I{~ ACTED STREAM~I<EER ~ ~ ~ \ r .~'~'~~'..CAR~('~''. ~ i ' ~ 1 l~ E 1 445-5E -"ONE 2 702 \ \ ~ ;`off ••a~oscA;;•• F•.
T TO BE COMPLETED PER APPROVED ER0510N CONTROL PLANS. ~
~ t 1 l 5 r•ti~ IMP GTE WETLAND AREA l 'r ~G ~ ~ DWQ 50 STREAM BUFFER VEGETATION / ~ 1 1 ~ 1 ~ ~ A ~ ~ .w i.
65 SQ T-.015 AG ~C o~ \ , ZONE 1(30-FT) 3 ZONE 2 (20-FT) EXISTING PROPOSED fi / I ~ ~ ` 1 ! ~ ~ ~ ~ ~ \ ~ : X :y 1050 y: x \ ~ ~ > f~ 111 J ~ / ~ ~ ~d i
'P ~ AK TREE TO BE REMOVED / ~ , ~
Sr~~A~ TREE/SHRUBS / /
45.1 NOTE THAT EXISTING TREES / i \ \ .~''~,F~,~,~ H N~P~~~,,
DISTURB AREAS ^ < ~ 6 AK ~ ARE DRAWN WITH SCALED ,N ~ ROOT PROTECTION ZONE / ON TH SHEET A ~ REMO ~ EQUAL To 1' RADIUS PER 1 / g / / ~
TO SEEDED iTH z EXISTIN TREES 0719-03-20-3309 ? TREE TRUNK CALIPER / , / /
5~' / a RI RIAN PT S TO GLE RING 426-O1-008A-50 VEGETATION LINE / / / TREE / ~ ~ ~ ~ \
RASS MIX 6+21.32 LINE HOPE VALLEY POINTS LLC NTS / 'h ~ ~ ~ ~ ~ PROTEGT~(ON / \ ~ \ Job Number: 0831
UNLESS 5 ND 3 HS M 6+21.55 ~ ev ZONINGS NC(O) / ~
MULCH PRESENT u~ F/J-B WATERSHED / ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ Drawn WLR CP JW JC KB KH
~ US ~ MERCIAL` I i I / / ~ ~ \ Checked DAJ EOS TRK SAB KH
Pirv~s ~ ~ ~ ~ ' PINES 1 I ~ / ~ \ Date 10128105 CD RESUBMITTAL
PC STA WH RE NOT INDICATED LIMIT OF CONSTRUCTION WORK IS ~ ~ E ~ / / ~ ~ I / / ~ ' \ Revisions 2115106 BID SET / / ~ 2T~ 1 I ~ / \ 3/051081SSUEDFOR
5+89.88 SILT FENCE OR TREE PROTECTION FENCE ~ ~ / / ~ ! / / \ CONSTRUCTION
i i / ' / I 816109 BID SET
i i / / 2 - ~ / / 813N09 NCDOT comments _ ~ ~ ~ / 4f//10 DWQ REVISION
/ PI i p ~ k ~ ` 272 ~ ~ /
i / i ~r .d ~
oQ~ 3 HS ~ / / ~ - ~BRtG,LINEa ~GHANI~E ~ ' 1 / ~ \
~ _ ~ 150 LF,~ USE ~ULL~ /
0 ~ ~ ~ 0719 03 40 / / ~ / ~ _ \ ~ ` / ~ CONSTRUCTION DRAWINGS
4Z6 Ol 00 Q ~ /
~ ~ o" onK CITY OF DU AM 83 / ~ Xo 0 ° ~ , ~ ~ DB 395 / 5 ~ ~ / i X 0 \ 10 ooAK ~ ~ ~ ~ \ ~ V / ~ ~ , Sheet Title:
ZONING R-10 i ~
y` F/J-B WATERSHED ~ i / ' USE. PARK ~ ~ ~ i
MATC LINE A ~ ' \ ~ , ~ l~ ~ , I ~ , - ~ TRAIL -
. ~ ~ , LINE , - ~ , - ~ _ _ ~ HOPE VALLEY
ROAD SECTION
SITE & LANDSCAPE PLAN GRADING & EROSI PHASE 1 B
CD-5 DWQ WETLAND IMPACT (IF APPLICABLE) & EROSION CONTROL PLAN 30 0 30 60 90
' HOPE VALLEY ROAD SECTION "P nwa STREAM BUFFER t?P 1 "=30' d BUFFER IMPACT (IF APPLICABLE) - Sheet Number
Scale 1" = 30' CD--5

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,y ~ ~ 40 30 ' ~ ` NG OT STD. 4 02(TYP.)~' - ~ ° 30 20 ~ 10 o z p 919.682.0368
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~ i ~ N 2b5 \ ' R ~ 2b5 X X W
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X, RSA Project:
~ ;tip \ ~ ~
~ ~ ~ , \ , , , ~ TYP REMOVE W
\ ~ 260 ~2 \ EXISTING 260 W ' ° THIRD FORK X
CREEK TRAIL
~ ~ SOW LINE. TIE IN ` ~ 40 30 ~ \ ~ N~W CONCRETE 40 30 20 10 0 30 20 ~ 10 0
~ , . 'v WALK AND NEW y' ~ I \ \ ~ lY
~ \ ~ GONE. APRON ~ ~
~ ~ '.o k~~ , ,
. .cS` TRH I L 5 ~ ~ j ~ T~.~IL SECTION ~T STf~ 9+88 ~y y , TRAIL SECTION ~T 5T>4 11+38
~ ~ 17tmtiNt OPEN SPACE Aam TRAIIs
~ ; SAWGUT~~I~TING , ~ Q
. ~ ,a '6~ - ASPH~k'`T AND k ~ Q . , NORTHISOUTH
N i °1 " \ ~ \ ~ ~ i
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~ ~ ~ ~ 4 THIGK GONG. t k~ a 0 ~ , 270 b THIGK AT D~ HICK GONG. 51DEWALK J >1~
~ ~ A i 1 ~ ( ZONE: R ~ \ i"HIGK AT DRIVEWAYS)(TYi'.) ~
~ PROPOSED TRAIL Rif 270 \
- \ D ~ ~ ' TIE EXIST GRAVEL INTO 15 G P TO BE REM VED ~ a
\ -v~ \ ~ ;o NEW GONG WITH NEW _ AN VOID PILLS WITH%i~; ~ ~ ~
r'; ~ ~ \ w~~~ s~ ,_GRq , GABG STONE- ~ 265 - V~ DRIVEWAY \ ~ a, ' RESET MAPLBOX TURNOUT v OWNER:
" \ ' IN GONGREI~E ~ GON~R~, -TRAIL b \ ~ - bd X CITY OF DURHAM
Ex. ROAD 2b5 ,H ~ 1C-~A~ f ~ 101 CITY HALL PLAZA
T;~ ~ o o ~ , i;i~ Y5 A k RADIUS TYPE=~.15 `.IDS ~ ~C~ . DURHAM, NC 27701
ro w %~TYP. RE: b -1 ~ _ DRIVEWAY TUR T ATTN: BETH TIMSON
'i X ' ~ - ~ ~ ' ' NGDOT STD. 8 -02(TYP.) 260 W PARKS ~ RECREATION DEPT
~ i;~~ ~ TIE EX. DRIVEWAY ~ RE:1/D-9 k~0 _ EX. 15" CMP TE TO CONCRETE q _ ° ph:919-560-4355
BE REMOVED 51DEWALK(TYP.) ~ ~ ;,f TOPS TO 260 fx: 919-560-4021 w
~ 40 30 20 ~ 90 0 MA f~ P(NISH 0

WATE VAi~ ~ 40 30 30 20 ~ 10 0
IN VA BOXY. ~ ~ ~ ~ ~ DRIVEW>4Y GROSS SECTION ~T 5T>4. 9+70.88 lX
Ti`R VA VE ATER VAL E ~ ~ ~ IN MANHOLE
G RESET Ex.1=.#+. BEHIND 51,D`Ew~~K l 'VALVE Box TRAIL TRAIL SECTION >4T STS 10+88
A MATCH FINISH GRADB"PER,~ITYl~ ~ ,
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fN / 2
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~ ~ 0 270 CLASS "B" RIP-RAP ~ ~ :'pN0$Cgp•. ~
i ~ ~ :O Fs~G, 1D50X D50 = 13.5" ` 9~n•7'
a~ MIN, THICKNESS = 18" ~ x :N 1050 i x • .y
~RWGUT ~ REM VE ~ m.4;,`, 270 ~ /26 LE OP EvvII~~TING ~i ~ ~ s ~ •
CONCRETE URB ~ PROP05ED TRAIL /
Ek GUTTER ~ IDS \ ~ rr / / ~ ~ ~ ~R~ DRIVEWAY _ '
~ ' ~ _ 2b5 TUR 0 T ~jN N A~'P o`•
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EX15T1 G i ~ Drawn WLR CP JW JC KB KH
/ ~ 9~HALT' 5 AND SHRU ~ ~ , 5 ' X ~ ~ ' ~ ~REEN TR~~~~ 2b0 TO 5 ~ T / ' ~ ~ O _ Checked DAJ EOS TRK SAB KH
40 30 / DE T N.:" v ESE HE F RE: -1 f,,, , 30 20 ~ 10 0 Date 10128105 CD RESUBMITTAL 4 LINE WITH FILTER CLOTH FILTER LAYER OF 3/4" WASHED Revisions 2115f06 BID SET
~ Bf~i ~ - PR PO TRAIL , % ~ ~ ~ (Y STONE 6" THICK - 3105108 15SUED FOR
~ ~ - 40 30 20 10 0 0 CONSTRUCTION
tY ~ I~RIVEW~Y GR05.. ~ GR055 SECTION >~T 5T>~. 10+65.23 STATION 13+38 816109 BID SET
8131/09 NCDOT comments
TR>~ I L SEGTIDN ~T STS 9+38 CLASS "B" RIP-RAP DETAIL amloDwQREwsION
N.T.S.
CONSTRUCTION DRAWINGS
~"=~0' HORIZONTAL SCALE _5,
VERTICAL SCALE 1 Sheet Title:
TRAIL -
HOPE VAILLEY
ROAD SECTION
& EROSION CONTROL PLAN PHASE 1B
CD-5a SITE & LANDSCAPE PLAN GRADING & EROS] Sheet Number CD-5a
I HOPE VALLEY ROAD TRAIL/ROAD SECTIONS
1 °=30`

\ d NOTES: - - - ~
1 \ ~ ~ ~ e
\ ' ~ 5~ Q - ` i. CONTACT THE DURHAM TRANSPORTATION DIVISION AT 919-560-4366 TO ~ ~ <Q
~ \ o GO-ORDINATE PEDESTRIAN GROSSING / SIGNAL INSTALLATION GROSSING ~ I
~ ~ tt / j RTE 751 AT WOODGROFT PARKWAY.
i tOb 2. ALL TRAIL GONSTRUGTED IN RIGHT OF WAY IS TO BE CONCRETE v ~ ~ v I ~ - ~ \ e SIDEWALK TRAIL RE: 5/D 1
~ ~ ~ 3. SUBMIT THREE SETS OF GONSTRUGTION DRAWINGS FOR CURB AND ~ ~ \ ~ ~ ~ ~
~ ~ ~ GUTTER AND SIDEWALK WORK IN THE WOODGROFT PARKWAY ROW
~ ~ v ~ / i \ ~ \ / ~ V / \ / ~ ~ A ~ / / / ~ / o.
A 'v I ~ ~ % i' ;
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/ / ~ LEGEND ~ / /
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; PROPERTY RELATED ITEMS - - - - ~ / ~ ~ EXISTING PROPOSED _ . ~
~ ~ - ~ - PROPERTY LINE j \
/ / \ ~ ~ 9 / ~ t7
/ ~ ~ ~ - - - e- EASEMENT LINE ~ / 1e' 11~.~~ / \ \ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ _ ~ i ~ ;i~ / ~ ~ 111 West Main Street
i ~ ~ ~ STRUG7URE / \ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ~ ~ Durham, N.C. 27701
, ~ / ~ -o-o- =X-= X= FENGE / ~ ~ , ~ ~ / _ _ ~ ~ ~ ~ ~ z p 919.682.0368
RETAINING WALL ~ O ~ f ~ f 919.688.5646
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EXISTING PROPOSED
f` o CURB ~ GUTTER % I / I
c . / l / ~ 1 ' O I .
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/ PCC STA y~o .~O' , G ~ ~ .o 17+15.54 ASPHALT SIDEWALK ~ , ~ , ~ ~V,~ , / I / /
?~~.~:.":.e 0719-03-31-8397 / ~ / ~ /
~ ~ • HEAVY DUTY ASPHALT 426-02-002 / l l 1 r ~ ~ J ~ / /
~ SIDEWALK BNP REALTY INC. ~0 / I ~ ~
DB 2483 / 841 EXISTING ASPHALT , • STATIONING FROM POINT SEED DISTURBED AREAS srn / / ZONING, RM-8 TRAIL TO BE ~+a3.a~ OP BEGINNING ~ ~ ~ 1 ~ ~ / ~ " r
WITH RIPARIAN GRA55 MIX, ~ / / F/J-B WATERSHED REMO D~ ~ PG POINT OF CURVATURE / ~ I / ~ /
USE; GARDEN APTS ~r \ / / ~ WITH POINT OF TANGENCY /
RIPARIA ~ UTILITIES / /
GRA55 I EXISTING PROPOSED ~ ~ / ~ . / / / i
~ ~ ~ UTILITY POLE o , o~ / / / / i f / ~ / /`U ~ ~ Project:
r - ¢ .
~ / ~ : ~ t ~At~,;.,-~ RAISED MANHOLE / / ~ : psi, SS / / , - ~ I ~ _ STREAM BUF GT~~ ~ ~
f i P~ / i j ~ o / zoNE ~ 668-s~ - zoN ~o -5~ ~i ~ / THIRD FORK
~ t` ~ , -so- ~SD~ STORM DRAINAGE PIPING / / / ~ ' / a ~ ~ CREEK TRAIL
1,.-~-~.---'"'-~~~~~ © CULVERT ~ ' it Fy1-- ,rte /
~ } ~ ~ - - ITARY SEWER / 4 TALL VIN L GOVERED,•' r` / SAN / /
GHAIy~ LINK FENGE t -FO- FIBER oPTiG LINE / ~ ~
~ NOTE: GIN OF DI~ZHAM SE?~R LINES # ~ ~ f . j s ,
KNOCKDOWN L RD RE: 3/D* 2 ~ EASEMENTS SHALL HE ACCESSIBLE AT ALL j j • ;rp , - PC STA TIMES FOR MAINTENANCE AND REPAIRS / ' / / / I TRE~ PROTEG ~ ' ' _
PR POSED 10 COON Q 16+30.3 THRAJGFI CONTACT WITH THE GENERAL / / ~ / / 1=EDGE ~3 ~ , ' ~ _ - nuxs~xorsxSrnes.xnTs~as
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SITE & LANDSCAPE PLAN
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SECTION IS TO BE RIPARIAN GRASS MIX. - OFT PARKWAY SECTION 1 TRAIL WOODCR ROAD PAVEMENT SHALL BE ~
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1 = 30 PAVEMf PAVEMENT PATCHEQ AS NECESSARY AT TRAIL TIE-IN. nua~oP~sP,~.rn
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5 "'-•j=fC{--.-~ ~ ~ ~ ~ / A = 50'18'05' CHt1RD h, J ~ ~ ~ WQR RIM=P53.5 ~ / p r=24 s CITY OF DURHAM - ..r"' AT TRA1~L TIE-IN. ~ ~ _ r,
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r'' CONTRACTOR T t ~ ~ • r'"'I' _ \ GRADING WITHIN 25 OF _~g~ - " / PRO GT
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TRAIL THROUGH THI5 AREA IS AT GRADE. EXISTING RIPRAP TO BE REUSED OR REPLACED 'BADE. GRADING & EROSION CONTROL PLAN 3I051081SSUEDFOR
WITH CLASS 8 RIPRAP
DWQ STREAM BUFFER IMPACT IF APPLICABLE CONSTRUCTION 816109 BID SET 8131109 NCDOT comments
417110 DWO REVISION
NOTES: R » « « . "
PAVING LE~1yp TOPOGRAPHY EXISTfNG PROPOSED ER0510N CONTROL ITEMS 1, SUBMIT THREE 5ET5 OF GONSTRUGTION DRAWINGS <»m"®">»."m',"m',",`®"®°® PHASE 1 A
PROPERTY RELATED ITEMS 33a TO GITY OF DURHAM ENGINEERING DEPARTMENT " • » » » « • . • » z
EXISTING PROPOSED PROP05ED - CONTOUR CURB 4 GUTTER X 157.5 FOR WORK ALONG WOODGROET PARKWAY C~ CONSTRUCTION DRAWINGS
PROPERTY LINE SILT PENCE (TEMPORARY) RE:2/D_g + 157.5 SPOT ELEVATION VEGETATION EDGE OF PAVEMENT -SF 2. ALL GONSTRUGTION IN WOODGROET PARKWAY ~
E PROTECTION FENCE RE:3/D-3 STREAM (TOP OF BANK) EXISTING PROPOSED - EASEMENT LINE CONCRETE 51DEWALK . • TEMPORARY) - ~ AK TREE TO BE REMOVED RIGHT OE WAY REQUIRES AN ENGROAGHMENT ~ Sheet Title: AGREEMENT FROM THE GITY OE DURHAM. PHASE 1 B
• - r u - 1=LOODWAY STRUCTURE ASPHALT SIDEYJAI.K ~ rsn - TEMPORARY DIVERSION DITCH RE: 5/D-3 ~E/y~SS
..-.n........-..^.--- =X=X= - FP - PLOODPLAIN (FLOODWAY FRINGE) NOTE THAT EXISTING TREES PENCE HEAVY DUTY ASPHALT 51DEWALK ° EE5 D TRAIL -
ROCK PIPE INLET PROTECTION RE:1/D-3 6 AK ARE DRAWN WITH SCALED su' SIREAX BUFFER M STREAM BUFFER ROOT PROTECTION ZONE RETAINING WALL .._.r,~,,, ~n ~ DURHA WOODCROFT
i--~-~ n~,ia:r GGT~IMFAIT TL?A17 }?F. 9/n-d r_n~uncn /~:~c ~ino:c~1 G1.111A1 "fY1 1~ DdnII IC, PFQ 1° 7 P' rn
t+aazt TREE TRUNK CALIPER
0- BE~INhIN6 rv~~Y~ (Ji (TEMPORARY) „Y t~ccxui~v t~« vr,~L~~ UTILITIES 7/0-4 EXCAVATED MATERIAL ~w PARKWAY
P05ED ~ POINT OF CURVATURE ~ ROCK CHECK DAM RE. NOTE. NO FILLING IN FLOODWAY. ALL VEGETATION LINE EXISTING PRO PT POINT OF TANGENCY (TEMPORARY) TO BE DISPOSED OF OUTSIDE OF THE FLDODPLAIN. SECTION 1 30 a 30 so so
UTILITY POLE WHERE NOT INDICATED, LIMIT OF CONSTRUCTION
CATCH BASIN -SD- STORM DRAINAGE PIPING REMOVAL OF ALL TEMPORARY ER05ION GONTROL MEASURES GRADING IS SHOWN TRAIL NOTE: CITY OF DURHAM 5EV~ LINES 4 FOR STABILIZATION 15 15 NOTE- TO BE INHERE NO CONSTRUCTED TO PROPOSED A FINISHED TOP ELEVATION EASEMENTS SHALL BE ACCESSIBLE AT ALL WORK IS SILT FENCE OR TREE PROTECTION FENCE Sheet Number
SS RAISED MANHOLE O CULVERT AND RESEEDING OF TH05E AREAS TO BE COMPLETED PER APPROVED ER05ION CONTROL PLANS. ADJACENT ELEVATION. TIMES FOR MAINTENANCE AND REPAIRS THAT MATCHES THE EXISTING Scale 1" = 30' CD-7
-ss SANITARY SEWER THROUGH CONTACT WITH THE GENERAL - CONTRACTOR.

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SLIVER & BILLIE ALPHIN ` t` i / r"
~ ~ PIN 0719-03- -6545 / ~ ~ .F ° ~..i ~ ~ ~ ~ / ~ , OWNER:
TM 426-02~ 03C E ~ / ~--a CITY OF DURHAM
ZONING, ~R 3,65 i j , ~ ~ ~ , ~ ~ r' ` 101 CITY HALL PLAZA
DURHAM, NG 27701
ATTN: BETH TIMSON
1 CD-'7a PARKS & RECREATION DEPT ph:919-560-4355
A L - WOODCROFT PARKWAY SECTION 1 STRIPING AND SIGNAGE ° ° ° • ° ° ° ° ° ° ° ° ° TR I x...°..,.... fx: 919-560-4021
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Signage and Pavement Marking Requirements 4 . ° ° ° a ° , . ° . ~S E 1 A 30 0 30 60 90
Criteria ` ` ° ' x ° ° ' ° ° - Z
1. All si ns street markers and avement markin s ever hin Culled out on fhe 1. All signage installed shall conform to standards set forth by the latest published edition of the Manual on Uniform g~ P 9~ yt 9 n
si nin and markin sheet must be installed rior to the issuance of a certifrcate Traffic Control Devices (MUTCD), the North Carolina Department of Transportation (NCDOT) Standard g g g ~ P Construction Drawin s and Cit of Durham standards. Df OCCU anC . 9 ' Y Scale 1" = 30' ~
P Y 2. Signage material shall conform to MUTCD color and reflectivity standards and shall at a minimum be engineering grade reflective material, except stop signs. Stop signs shall be constructed of hi-intensity grade material on a 30-
2. A!I si ns shall 6e mounted a minimum of five 5 feet above the ground inch by 30-inch octagonal stop sign blank. 9 ~S E 1 B z
measured from fhe bole 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 reet marker over the to of sto si ns accordin to the feet (7-ft) above ground level. St signs shall be mounted p p g g D
likelly to occur, the minimum height shall 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 w ~ a Roy
3. Al! si ns must conform to the MUTCD Manual on Uniform Traffic Control galvanized steel "U" channel posts or two inch (2-in) galvanized square steel tubing, When used in specific 9 ~ locations and directed by the City of Durham, colored ground mounted sign posts may be required to match
Devices). existin streetsca a in the ro'ect vicinit . Oolored round mounted su arts shall be steel with a owder coated 9 P R 1 Y 9 PP P ''~:~4 q~:-y
finish. All ground mounted sign posts shall have 3/8th inch holes down the center of the post drilled at one inch (1-
4. All existing street signs are to be relocated in accordance with City of Durham in) spacing for the entire length of the post. speciflcaflons. 5. Ground mounted sign posts shall be driven to a minimum of 30 inches below ground level. All posts shall be x 105 2' X ~N ~ ~ .y. ~ ~
plumbed and leveled as the post is installed. PEDESTRIAN CROSSING SIGN PEDESTRIAN CROSSING
5. La ut and sfri in er Cif of Durham Trons Orfatian Division. 6. If decorative (non-standard) items (poles, signs, etc.) are installed, it will be the responsibility of the developer to Ya P 9 P Y P WARNING SIGN -,~sJ~,,,N' H P~p~~~.
fabricate the items, install the items, and enter into an agreement with the City of Durham for the maintenance.
7. All street markers (streef name signs) shall be designed and installed as follows, 6. Any existing striping fo be ground of{ prior to application of proposed striping. a. Street markers shall be installed at all street intersections and will include the block number of each street. FLUORESCENT FLUORESCENT
~ b. All signage provided and installed shall be constructed from a 0.080 gauge anodized aluminum sign blank and YELLOW/GREEN YELLOW/GREEN
7. Pedesfnan crosswalk high vrsrbllity 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 shall be designed in a stacked configuration and located in a manner for visibility from all NCDOT STANDARD NCDOT STANDARD
thereto Iast1C 0.12" thick. directions of travel. „ „ P d. Street names shall be dis la ed by using a minimum of 4 reflective white letters and 2" reflective white numbers 3 LB/LT U pY 3 LB/LT "U"
for the block numbers and abbreviations (RD, DR, etc.) on a reflective green background. On private streets, a CHANNEL POST CHANNEL POST Job Number: 0831
notation of "private street" in 2" black letters on o 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 shop conform to the City of Durham standard drawings, The street name shall STRIPS -BOTH SIDES. Drawn WLRCPJWJCKB KH
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 street marker. The block number shall appear to the bottom right of the street marker. Each item should be 7' Wtt_2 MOUNTEDTO SIGN POSTS W?1-2 Checked DAJEOSTRKSAB KH
spaced to balance the appearance of the street marker. 7' 7' Date 10128105 CD RESUBMITTAL
f. Street marker material shall conform to MUTCD color and reflectivity standards and shall at a minimum be AHEAD Revisions 2115!06 BID SET 3105108 ISSUED FOR
engineering grade reflective material g. The letters shall be designed using the Standard Highway Alphabet of FHWA, series B. CONSTRUCTION W16-7P W16-9P 816109 BID SET
h. Two (2) sign blanks are required for each street name marker assembly. Each blank shalt have a street name on .8131!09 NCDOT comments
both sides. The sign blanks shall be installed in a stacked manner using commercially available aluminum 417110 DWQ REVISION
mounting hardware. Each assembly shall contain one (1) cross mount for flat blade street signs and one (1) Uchannel or s uare ost bracket for flat blade street name signs. Street markers for different streets shall be placed q P w
at right angles (see City of Durham standard drawings for street marker sign and street marker assembly Q 0 0 r a
construction). The street marker. assembly shall be mounted to the U-channel or square post over the top of the
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 2 2
2 CD - 7 a 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 CONSTRUCTION DRAWINGS
SIGNAGE AND MARKING NOTES 1 below. The height of the street marker shall be 6 inches.
Table 1 NO SCALE Street Marker Blank Len th Sheet Title:
9 Street Name -number of letters* Street marker blank length
3-7 letters 24-in 3 CD- ( a
8-10 letters 30-in 4/CD-'7a TRAIL -
1-131etters 36-in SIGN MOUNTING DETAI DETAIL SIGN MOUNTING DETAIL WOODCROFT
bove 13 letters 36-in plus 2-in per additional letter ~ D A DTIt1t A V
* Number of letters refers to the name of the street, but not the abbreviations needed to label road, drive, avenue, street, etc.. M Ivu Z)U/-1LC ¦ NU ~)UHLt rtill,nTV tiI
SECTION 1
8. Pavement markings shall be placed o tr is a s' a roadway improvements are required or will be placed on new streets to be acc y e t markings must be made of a GRADING & EROSI r & EROSION CONTROL PLAN SIGNAGE AND STRIPING
thermoplastic material and adhere to section 1200 of the NCDOT Roadway Standard Drawings, 2002 edition. Sheet Number
CD-7a

' 0719-o3- 1- 97
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SITE & LANDSCAPE PLAN C RE E K TRAI L
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- SECTION IS TO E3E RIPARIAN GRASS MIX. TRAIL WOODCROFT PARKWAY SECTION 2
1 = 30 DURHAM OPatr $PACS AND TRAIIB
,k. ;~~~f ATC?~' NORTHISOUTH
_ \ \ ~ / ~ \ ~ ~ V A ~ ~ /
~ \ / \ / a _ ~ ~ \ \ ~ ( SEE 1A D 1 FOR TRAIL GRADING ~ • • • ~ / TRAI L SYSTEM
\ \ \ \ ~ \ A , ~ TEMPORARY BYPA55 \ ~ ~ TREE PROTECTION \ ~ ~ / DURHAM NC \ • TREE PROTECTION FENCE i ~ ~ ~`~p~f J /
\ \ \ \ ~ ~ ! ACCESS RDAD (SEE e'er'°.. R : 3 D-3 \ f ~ ~ # FENGE E / v v ~ ~ ~ ~ u~` _
~ \ ~ ~ 1 0 2/17 A•) ~ ~ f \ \ ~ ~ ~ ~ 0 ~ SILT ~ E ~ ~ r
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1 ~ ~ ACCESS ROAD (SEE
\ ~ V ~ ~ ~ V ~ ~ ees <1~ ~
1 I ~ ~ A '`a / f ~ ~ / OWNER:
1' 1 ~ \ \ ~ I ~ ~ V A / / / i / CITY OF DURHAM
12~ ~ / / ~ ~ / / 101 CITY HALL PLAZA 10"POP ~gY~ / / ~ / • /
- - - - - J _ ` ~ / • DURHAM, NC 27701
~ _ / / / / ATTN: BETH TIMSON
1 / ~ i y ~ ? - ` , ~ ~ / / PARKS & RECREATION DEPT
` I Q I . - - _~,.w~ r ~ - - i µ ~ ~ M- " / ph:919-560-4355
N 1 ~ i - 3*4 _ few fx:919-560-4021
i r i , N . QI /
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~ / ~ ~ ~ 0 A ° / .ti ~ - i
/ ~ / ~ , ' 4 LIMIT OF
? / -:i~-~'':i:;~'' 0~ ~ 0" ,GUM 10 B,GU
r / / / / L~ ° ~ lo' u 12"B,GUM V 10"B,GU
1 / / 14°B,GUM / / /
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~ \ n`'Q ~ - - - - - - , _ - - Checked DAJ EOS TRK SAB KH
t V ~ / / _ ~ - - - - Date 10(28105 CD RESUBMITTAL Revisions 2115!06 BID SET _
GRADING & EROSION CONTROL PLAN 3105108 ISSUED FOR
D>XQ ~U ~11~ 1PPLiCAH1,8) 6to5109RBIDSET
7114/09 BID SET
7!27109 BID SET REV
r NOTE: FOR BIDDING PURPOSES ASSUME ~r~Q>
SECTIONS OF FLAT BOARDWALK, LONG DWQ WETLAND ~ STREAM DWQ 50' STREAM BUYER
E PAVING LEGEND TOPOGRAPHY BOARDWALK, AND HEAVY DUTY ASPHALT SECTIONS BUI=EER IMPACTS zoNE ~ !3o-~T) a zot~ 2 f2o-~)
ITEMS EXISTING PROPOSED EROSION CONTROL ITEMS 1 PROPERTY RELATED 338 WILL BE CONSTRUCTED AS SHOWN ON PLANS, WETLAND IMPAGT n
PROPOSED PROPOSED - - - CONTOUR f EXISTING CURB b GUTTER BUT ACTUAL LOCATION WILL BE LOCATED IN sr~eat~ ~ ~ CONSTRUCTION DRAWINGS
- - X 157.5 + 157.5 SPOT ELEVATION F PROPERTY LINE --gF SILT FENGE TEMPORARY) RE:2/D-3 VEGETATION FIELD DURING CONSTRUCTION BY LANDSCAPE WETLAND TEMPORARY ° '
- ~ - EDGE OF PAVEMENT EXISTING PROPOSED ARCHITECT AND VERIFIED BY GENERAL SERVICES ~ IMPAGT ~ AND DURHAM PARKS AND RECREATION. STREAM SUFFER N~ Sheet Title:
- EA5EMENT LINE CONCRETE SIDEWALK PRD - TION FENGE RE:3/D-3 STREAM (TOP OF BANK) ~ TEMPORARY TREE TO BE REMOVED ZONE 1 IMPAGT ? Z
• - tw FLOODWAY AK STRUCTURE ASPHALT SIDEWALK Tsn - TEh1PORARY DIVERSION DITCH RE:5/D-3 TREE/SHRUBS STREAM SUFFER ° D ~~*•~~4°~t ZONE 2 IMPAGT ~ ~ _ TRAIL -
=X=X= FENGE K - FF - FLOODPLAIN (FLOODWAY FRINGE) f ~ NOTE THAT EXISTING TREES ~ : HEAVY DUTY ASPHALT SIDEWAL gam, ROCK PIPE INLET PROTECTION RE: 1/D-3 6 air ARE DRAWN WITH SCALED ~p5 WHERE NOT INDICATED, LIMIT OF CONSTRUCTION STREAM SUFFER ~
°aoo 50' STREJ~•t BUFFER RETAINING WALL - DURHAM STREAM BUFFER ROOT PROTECTION ZONE W( WORK IS SILT FENCE OR TREE PROTECTION FENCE ~ ~ TEMPORARY IMPAGT w WOODCROFT 2 Tl A D TTTAT A V
INT SEDIMENT TRAP RE: R/D-4 sl' TA ~'1 STATIONING FROM PO r-n _ . _ REQUIRED (SIZE VARIES) EQUAL TO 1' RADIUS PER 9"'
UTILITIE5 1+43.21 OF BEGINNING L9 (TEMPORART) v J ^ TREE TRUNK C ALirtK
Pc POINT OF CURVATURE ROCK CHECK DAM RE: 7/0-4 NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL , , EXISTING PROP05E0 SECTION 2
@ UTILITY POLE (TEMPORARY) VEGETATION LINE Pr POINT OF TANGENCY TO BE DI5PO5ED OF OUT5IDE OF THE FLOODPLAIN. 30 0 30 60 90
CATCH BA51N -SD - STORM DRAINAGE PIPING REMOVAL OF ALL TEMPORARY ER05ION CONTROL MEA5URE5 NOTE: WHERE NO PROP05E0 GRADING 15 SHOWN, TRAIL NOTE: CITY OF DURHAM SEWER LINE5 4 m OW Sheet Number
AND RESEEDING OF TH05E AREAS FOR STABILIZATION 15 TO BE CON5TRUGTED TO A FINISHED TOP ELEVATION EASEMENT5 SHALL BE ACGE5515LE AT ALL SS RAISED MANHOLE 0 CULVERT TO BE COMPLETED PER APPROVED ER05ION CONTROL PLANS. IS TIMES FOR MAINTENANCE AND REPAIR5
MATCHES THE EXISTING ADJACENT ELEVATION, -ss- SANITARY SEWER THAT THROUGH CONTACT WITH THE GENERAL Scale 1" = 30' CD-8
CONTRACTOR.

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IiATCHIdNNE °A _ III. ~ ' 1~~A HLtNE ~
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PC STA 1 It, ; I( I ~ I 4
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.I 12'PU a ' ;I r I 12 POP' 3 r _ I ~ i ~ / / ~ z
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~ - - - e- EASEMENT LINE 0719-03-41-8286 ~ ~ r. ~'`~I ~ I ~ I I ~ ' ~ 111 West Main Street TREE 3'ROTEGTI ON ~ ~ I I ~ I ~ ~ ~ ~
426-02-003E o ~ TREE PROTE WDODCROFT COMMUNITY ~ ~ STRUCTURE PELAGE RE: EENGE RE: 3/D-3 i:# ~ ~ ~ I ~ W Durham, N.C. 27701
' ASSUC, INC. o~? 'j ~ a -o-o- =X=X= FENCE • ~ ~ t~ l I ~ ~ z p 919.682A368 0
DB 1499 / 850 1a`PUP z~ ; ~ W DCROFi MMUNITY + ~ RETAINING WALL Z~NING~ PDR 3.65. 14"PUP ` -i ; ~I ~ i ~a f 919.688.5646
G~ SOCIATION INC. F/J-B WATERSHED j ONE: PDR .65 ~ ~ w~~ ~ ~ ~I I t ~ ~ W www.cjtpa.com
USES VACANT ° 1 i G - PAVIN J B WA ERSHED
? EXISTING PROPOSED ~ ~ ~ ~ ~jl ~I l ~
i 10 WIDE r` ~ ~ ~ CURB e GUTTER _ _ _ - - ~ I I I i
ASPHALT 1 ~ ~ _ ~ / l ` ~ ~ I ~ / I ~
~ i EDGE OF PAVEMENT ' TRAIL ~ ~ ~ ~ ~ ~ I ~ ~ ~
_ STRE M BUFF R IMPACT ~ , : CONCRETE SIDEWALK RE: fro 1 , ~ . ~
37+5 TO 51+ 0 r i~ ~ ~ ASPHALT SIDEWALK STREAM BUFFER IMF i BUFFER IMfi'AGT ~ ~ ~ 1 / ~
,t ZON 1 6,48 ;ZONE 2 3,251 ~ ~ 37+50 TO 43+40 -0 43+40 ( ~
STRE~~ggM BU P b' HEAVY DUTY ASPHALT SIDEWALK ZONE 1 1,215-5F; ~ ~ ~ 1 ~ ,215-51=; ~ ? I N ~ i ~ { ~ ~
o', r N ZONE21,931-5P i ro _ ~ - 1,931-51= J f ~
i ? m p srn STATIONING FROM POINT (GONTINQE~9~! GD-1C 1+43.21 OF BEGINNING 0 ~ 11E~~ GD-10) ~ a r /1 ~ ~ l I ~ ~ ~ i
~ ~ ~ pc TU J POINT OF GURVA RE ~ I ~ ~ . ~ f _ ~ ~ ~
~ PT ST 39+18 65 BEHIND= ~ ~ POINT OF TANGENCY ~ ~
,e PT S A 39+17.27 AHEAD i UTILITIES _ . , I ~ - l' EXISTING PROPOSED I ~ I ~
I , I ~
WARNING 51 N ~a HMO , uTlurr POLE ~ ~ ~ ~ r ~ ~ Project:
oo ~ ® ~ GATGH BA51N . 1 r^, ~ tz~ I~ I ~ ~
:41o~ PC ST; , ~ a~,~ z 38+82 18 ~ V ss RAISED MANHOLE I " I ° ~ 244 THIRD FORK
' 14 MAP ~ ~ ~ ~ I " X14"MAP l ~ ~ I
~ i so- --so- STORM DRAINAGE PIPING ~,i , PT S A p CULVERT , ~ , :j ~ ~ ' ~ ~ ~ CREEK TRAIL
~ o„ 0 38+ 9.3~ ~ ALL RESEEDING OF DISTURBED - _ Y ~ I r rr \ I ~ \
II I ,4 oa ~ SANITARY SEWER 1D'H ~ bo ~ AREAS IN THIS SECTION IS TO
-FO- FIBER OPTIC LINE , BE RIPARIAN GRASS MIX. ~ \ I~ , ~ ~ ~ ~ ~ I ~ I ~ ~ ~
RC STA ~ i- z 7E: GIN OF DURHAM SEWER LINES d \ 38+58.37 a N I7 P STA , ~ , I ~ I ,~(F[ I I ~ \
a o #i~ S5 EASEMENTS SHALL BE AGGE551BLE AT ALL \ \ M o , t, 8 41.3 ~ TIMES FOR MAINTENANCE AND REPAIRS \ \
• o >J THROUGH CONTACT WITH THE 6~ENEi2AL \ A .PT S coNTRAGTOR. \ I L4 4S ~ ' ` ~URF~AY ~PQi SPACE AND ~6II9 I IN \ ~ T 1=E~G I NG a~ I
\ .49 ~ A \ \ KEEP ILA , .o. w TOPOGRAPHY \ \ \ ~ ~ ~ ~ ~ o RE: /D-3 ~ I
MINIMUM OP 3' o! L~: ~ ,W a ~ N ~ o`, ,w ~ ~ NCIRTHIS4UTH
.a ~ n \ \ \ . s rn, ~ LIMITS OF WORK IN THIS SECTION 338 _ FROM WER w , ~ o , N - - GoNTOUR \ \ ~ ~ ~ W ~ I~~ ~ C TRAIL SYSTEM
MAN LE ~ ~ ARE THE TREE PROTECTION FENCE ~ + 157.5 SPOT ELEVATION (TRAIL G/L) \ \ .:mot a o N ~ ~ PC STAt, ~ AND THE GREENWAY EASEMENT LINE \ \ ® 1 ~j ~ ""'i5~ aim ~ / V ~ ~ it it ~ ~ i DURHAM NC
° ~ ~ 38 04.50 A
~ ~ ~ B-D STREAM (TOP OF BANK) \ \ ~ ~ \ \ \ ~ ~ ~ ~ + .0 ib ~ ~
\ B-D4 ~ , t o a rw pL00DWAY \ vvvP ~N ~ /
n H: v4e C IN ~ / 12`B,GUM c°n c v v v ,t 10 PUP - FP - FLOODPLAIN (FLOODWAY FRINGE) 1 v vie ~ ° ~ N` . ~ ° ~ to"POP ~ \ I ~I 12'B,G~M ~ ~ I
° v D'v `~X Sp ST~F~1 BUFFER 1 DURHAM STREAM BUFFER ~
\ , 1 o REQUIRED (SIZE VARIES) / \ \ 12' UM / A ~ ~ I
• NOTE: NO FILLING IN FLDODWAY. ALL EXCAVATED MATERIAL OWNER:
30' ONG BOARDWAL ' ~ TO BE DISPOSED OF OUTSIDE OF THE FLODDPLAIN. ~ / 1, ~ ~ ~ , I CITY OF DURHAM
v I ~ 1 ~ 1~ a II 101 CITY HALL PLAZA
~l NOTE: WHERE NO PROPOSED 6RAD{NG 15 SHOWN, i r~~ l ~ \ t =1~ ~ i ~ DURHAM, NC 27701
~ TRAIL IS TO BE GON5TRUGTED TO A ELINEATED WE LANDS FINISi~ED TOP ELEVATION THAT MATCHES \ ~
e \ ; ~ 1a`PUP ~ T STA . 1361 SP - .03 AG THE EXISTING ADJACENT ELEVATION. \ 1 ~ ~ I , 1` ~ I PARKS NRECREATION DEPT ~ 14 PUP ' ~ ' ~ 14"PUP ~ ph:919-560-4355
\ 3 +31.35. 1a`PUP ~ NO PERMANENT I PACT,
(2) BOLLARD 4/D-2 ` s T MPORARY ~ STREAM R SION CONTROL ITEMS ~ ; y E DWQ WETLAND E 0 WITH PAINTED ~ ~ IMPACT-0.017 AG BUFFER IMPACTS PROPOSED \ ~ ~ ` ~ ~ ~ i V ~ I fx: 919-560-G021
s ~ ~ ~ DIAMON aA ~ PC STA .SILT FENCE (TEMPORARY) \
0,3 "G~ WETLAND IMPACT -SF , 7+12.25 ~ RE:2ro-3 ~ \ k 1 SILT EENGING i
o ~ tip TREE PROTECTION FENCE 10 ASPHALT s G .o---o-- , ; ~ yy v ~ 4 ~ Q WETLAND TEMPORARY RE:3/D-3 (TEMPORARY)
TRAIL RE: 1/D-1 ~ ~ fi IMPACT Vi=R510N
a cr ! ~ - TsB - TEMPORARY DI \ • p , n • 5TREAM BUFFER DITCH RE: 5/D 3
~ ONE1IMPAGT ~ k•, 2 Z a'?8 ROCK PIPE INLET
~ ° . ~ . a STREAM BUFFER PROTECTION RE: 1/D-3 \ ~ ~ ~ •'~`,'f`~' ZONE 2 IMPACT RE:9 -4 \ 'I I ~ c~\ 1 . • I ~ \ I ~ ~ ~ I I ~ I ~ ~ I 11 ~
50 WIDE ~ ~ v7 SEDIMENT TRAP /D ' ~ , ~ STREAM BUFFER ® (TEMPORARY) ~
w , ~ GREENWAY ~ ,u; ~ ' ,a - p Un EASEMENT a,N ~G Nw 10'B,GU _ TEMPORARY IMPACT ® ROCK GHEGK DAM \ . N ' I ~ •1 I
- oaw ~ ~ , o , ~ ° 2 BOLLARD 4/D 2 w ~l0 :m IAMOND RE:7/D-4 (TEMPORARY) - - ~ ' Z`, o WI PAINTED D
~ ti.s^ ~ REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES \
30' LONG BOARDWALK B-C5 • ~ AND RESEEDING OF THOSE AREAS FOR STABILIZATION IS \
RE: 6/D-6.1 ~ ` a TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. \ moo u~ • 0719-0 -41- 86 ~
~ v ~ 12'MAP 426- 2 00 ~ FFER VEGETATION ~ • WUUDCRBFT COMMUNITY DWG2 50 STREAM BU _ A I - ~ ~ ~~~o~ \ ~ A 12"MAP s ~ l ~ = x :N 1050 ~ x
v ASSBC, INC. ZONE 130-FT ~ ZONE 2 (20-FT) EXISTING PROPOSED r~ ( )
• - p •N ~ w - - - a DB 1499 / 850 , ~ v G; PDR 3.65 ° aK TREE TO BE REMOVED
B- 1 N ,v~ ~ " e_ B-C4 Z 4 ~ v~ ~ F/J- TERSHED sr~ ~ TREE/5HRUB5 ~ 1 d ~ a, m , ` 10°S,GU ILT FENCING ~ /d''n,,~~NA~`~~,.
v USES ANS.,. ° ~ NOTE THRT EXISTING TREES • • ° • " 10'S~GU ° aK ARE DRAWN WITH SCALED t
KEEP EDGE OP 4 . a v ~ ROOT PROTECTION ZONE l` 1 ~ ~ r ~ E:2/D-3
TRAIL AT LEAST 8 12 PUP T TA ~ ; ~ ~ EQUAL TO 1 RADIUS PER 1 PROM CENTERLINE 14 s , 3 10.29 a ~1 x{ " TREE TRUNK CALIPER I . 1 'POP ' ~ ~ ~ ~
OP SEWER ` ~ ~ VEGETATION LINE ' ~i v,,, , *.217N ~
~ ~ I ~ ~ ~ 2"B~ ~ ` ~ ~ Job Number: 0831
12'PUP ° ° " v ~ ~ f ~ ~y `vvv, 12"PUPI ~ \ ` ~ ~
10 ASPHALT ; ~ _ .p ~ _ ' m e~ j v \ I ~ j ~ ~ \ ~ " ` ~ Drawn WLR CP JW JC KB KH
TRAIL RE: 1/D-1 ~ z c~'° ~ NOTE: FOR BIDDING PURPOSES ASSUME I ~ ~ , f~ \ ~ ~ ` _ ~ Checked DAJ EOS TRK SAB KH
-C . SECTIONS OF FLAT BOARDWALK LONG I • I ~ ~ ~ J ~ Date 10!28105 CD RESUBMITTAL
~ " " ° BOARDWALK AND HEAVY DUTY ASPHALT SECTIONS , I ~ I ~ ~ ° f ~ s . _ ~ ~ ° ~ ~ Revisions 2115106 BID SET I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 3105108 ISSUED FOR
• PC _ n WILL BE CONSTRUCTED AS SHOWN ON PLANS, 35+62. ~ • 1a'B.GUM `a BUT ACTUAL LOCATION WILL BE LOCATED IN 'c," CONSTRUCTION ~ y J 14"B,GUM ~
• FIELD DURING CONSTRUCTION BY LANDSCAPE ~ ~ i~ ~ ` 6115109 BID SET
1~'POP ~ • ARCHITECT AND VERIFIED 8Y GENERAL SERVICES 12'PUP ~ ~ ~Q~ ~ ~ V 7114109 BID SET ~ ~ ~rZ ~ ~ V A 7127109 BID SET REV
0719-03 31 8397 , B C2 AND DURHAM PARKS AND RECREATION.
426-02-002 ~ ~ ANDS BNP REALTY LLC 6987 P - .16 AG I ~
DB 2483 / 841 o WHERE NOT INDICATED, LIMIT OF CONSTRUCTION f" IMPAGTE~AREA
Z~NING~ PDR 3.65 • i~ PUP WORK IS SILT FENCE OR TREE PROTECTION FENCE F/J-B WATERSHED ~ ~,i ~ 352 5P - .0(98-•AS~. D~~/ ~ 12`PUP % ~ ~ A /
USE, APARTMENTS Nj ~ ~ I~ ~ ~ ~ / j A ~ I ~ ~ ~ l TREE 1'ROTEGT~ON \ . CONSTRUCTION DRAWINGS
16P P , ~ ~ 16 P P f ~ ~ ~ 2~ - \ FENGINc~ RE. ~
• x 9 ~x
t ' ,GUM ~ • / Z \ i ; ~ ~ ~ I ~ ° ,GUM ~ ~ ' 3/D-3 ~ ~ Sheet Tltle: ~ ;
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, , ~ ~ ~ WOODCROFT
I"w..''.'.
el p 1.4( rr, I/ Z~'/*L Y I/ 'I PARKWAY
CD-9 SITE & LANDSCAPE PLAN ~ GRADING & EROSI x SECTION 3 & EROSION CONTROL PLAN 30 0 30 60 90
d BUFFER IMPACT (IF APPLICABLE) Sheet Number
' TRAIL - WOODCROFT PARKWAY SECTION 3 DWQ WETLAND IMPACT (IF APPLICABLE) ~ DWQ STREAM BUFFER IMPA Scale 1" = 30' CD-9
1' = 30'

I
I
~ SIGN , , i ` o'' ~o l
PINES ~ 4"-~ ~ \ ~ / ~ I \ j E- PINES ~ ~ ~
/ ~ ~ v
, ! P EDGE o~~ ~ ~ ~ Sq,
~ ~ • . A T 'FROM / ~ O ~ ~ LE S 8
I I ~7 ~ . ' ~ ~ ' • ° ~ CENTERLINE OE / ~ a'~~ ; ~ ~ . ~ ~ . FRS - - _ ~ J ~ ~ 247.00 a
SEWER LINE o~ h~ G' ~ 1 TM r: ~ ~
EXISTING FOOTPATH ~ o°1,~~ : ° / ~
'I TO AD,IAGENT i ~ 1 0 `~Y PC STA ~ ' ' ' ~ ' ~ / PORARY BYPA55 248.50 ~ Z
~ RESIDENTIAL ( BOLLARD 4/D-2 p . ~ i DEVELOPMENT 8+26.73 ~ \ ~ ~ ' , ~ , ~ - ' 252' ~ ~ (5EE 2/D-4) ~ ~I~JUI ~
° SS WITH PAINT \ / DIAMO f . ' ~ ' / / ~ ~ S s ~ 24 40 51LT 1=ENGE RE: ~
T TA I ~ P S I
47+$8.35 q~ 4 . LEGEND ~ ~ ` I ~ ~ ~ 2ro-3 z ~JI~UV~~~ 1 ~ i
,yg 6 i. ~i • PC STA PROPERTY RELATED ITEMS 2~ ~ , 55 ~ ~ ~ ~ I - , ~ ~ ~ 247,90 A ~ ` , ~ ~ z o X a ~~\~~C~~~
I yp~ ~ N6 OPOSED p~ ~ ~ ~ 47+70.54 EXiSTI PR ~ ~ P
KEEP EDGE OF ~x - - PROPERTY LINE ~ 1 D: PROPOSED 30' ~ o~ ~ a ~ I I / ~~x : TREE I'ROTEGTION ~
7RRIL A ~ gg ti t- ~ ~ BORRDWALK - - - e- 1 • MINIMUM OE 8 f O EASEMENT LINE
PROM SEWER 1 ~ ,~I o ~,`~i"~;, ~ sTRUGTURE I ~ r / ss ~ ~ Oi= BANK RE oP ~ 111 West Main Street
MANHOLE ~ ~ I \ ~ ~ P STAB 6"P P ~ / / / w Durham, N.C. 27701 ~ ~ / ~ ~ 1 s'POP ~-3 z p 919.682.0368
-o-o- =x=x= FENGE ~ ' 4 +99.1°6 • .
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I ~ rt i ~ ~ PAYING rk~ ~ 2~2-- fi~RO GTION ~ ! W wvlrw.cjtpa.com
2~i 25&~ % ~ ~ ~ ~ ~ /FE ING RE: ~ ~ ~ 51LT PENCE RE; ~ 3/D-3 ' ~ 2/D-3
~ EXISTING PROPOSED / i . PC/ STA i ~ ~ ~ -r" f' \ ~ ^ ~ ~ ~ / ~ROGK GHEGK
GuRB ~ GUTTER ~ ~ i 1 46.69.45 ~ - - _ ~ i _ ~ / / ~ ~ DAM (TYP)
0719-03-42-8252 ry b , EDGE of PAVEMENT ~
425A-01-024 SANITARY ~ ~ h ~
~ ~ ^ o' ; CONCRETE SIDEWALK CHOWNINGS PLACE TDWNHDME ASSDC ~ SEWE EASEMENT ~ ry ; / . _ _ ~ yo
~ 5/25 DB 226 ` ~ ~ RNING SIGN ZONING; PDR 3,44 A~I'HAI-T 51DEwAl-K ry / h~ ~ / ~ / / 1 / / ~ ~ / ~ / / / RAINAGE D TGH ALONG
F/J-B WATERSHED , ~ RE: 1/D-8 I ~ / ~ ~ / H A LL -n ~ ~ SEWER EASEMENT
USE, MULTI FAMILY RESIDENTIAL J ~ HEAVY DUTY ASPHALT SIDEWALK ~ / ! 10' WIDE ~
, PROPOSED r / STA STATIONING FROM POINT J 1 ~ / ~ / / 2- 5"RGP ~ ~ _ _ _ ~ ENDWALL 1 RE: /D-7
I ASPHALT r1 / ~ VAR WI H ~+nsst OF BEGINNING ~ I / ~ \ /~NV 244.4 ~ `~A i' w/HANDRAIL
{ TRAI RE: 1 D-1 ~ Pc I f f L ~ GREEN Y POINT OF CURVATURE I 2, i ~ 2 - 15" RGP BOTH 44'
Ai ~ EA5 NT ~ POINT OF TANGENCY ~ ~ 2/ / / ~'/GLAS I RIP RAP / _ ' LONG ®0.5~
! ~ + UTILITIES / i i~ ~ ; ~ ~ 1• EXISTIN6 PROPOSED ~ \ ~ / si 6'x2'x 18" THK / ~ ~ \ ' INV = 244.2
» ~ UTILITY POLE i T / RE:4/ -3 `~i
' ~ , `ly . ,u'~< 14 POP - - - ~ 1, / N ~ ° 0719 04 52 6521 GATGH BASIN ~ / GLA55 I RIP RAP ~ \ ~ ~ / / 14"POP ~ , ~ Pro'ect: ~ / ~ 0 10x7x 18 THK ~
l ~ ~ 425-02-010 ® ~ t , ~ ~ i ~ RE:4/D-
ar=- HUPE VALLEY FARMS HDA RAISED MANHOLE r~ 0 ~ ss - ~ THIRD FORK
1 / 1 DB 2246 / 109 ~ . ZDNING~ PDR 3,44 STORM DRAINAGE PIPING Q` SD LSD ~ ' /1REE PROTEGTI ON ~ i ~ TO OP 4 " 5AN
V ~ _ { ~ Q F/J B WATERSHED ~ I OO ~ CULVERT PENCE RE: 3/D-3 \ ~ S~OM DO 4~ CREEK TRAIL
~ p / USES VACANT RESIDENTIAL i f~' M - - SANITARY SEWER ~ ' 15"RGP= 244.1
° ~ -FO- FIBER OPTIC LINE ® 10°PO . I ~
° .t ,
~ NOTE: GIN OF DURHAM SEWER LINES E . ~ S 88'06'2 t " W EASEMENTS SHRLL BE RGGESSIBLE AT ALL • • NOTE THAT DRAINAGE PIPES
• ' ' S 8 28 f3 E TIMES FOR MAINTENRNGE AND REPAIRS ' ' 1.58 ~ + 174.97 ~ . MUST EXTEND TO THE EDGE OP DDNNAY OPEN SPACC AND TDADs
p t' THROUfFI GONTRG7 WITH THE GENERAL ' GONTRAGTOR• ~ ~ Q ~ THE SANITARY SEWER
~ ~t ~ STREAM BUFFER IMPA T 37+50 TOPOGRAPHY . ~ EASEMENT OR AS SHOWN ON
TO 51+40 338 \ i ~ ~ PLAN NORTHISOUTH
0719-03-31-8397 PT A f` ZONE 1 6,488; ZONE 3,251 - - - coNTOUR
426-02-002 44 4.59 ' x 157,5 + 157.5 SPOT ELEVATION (TRAIL G/U „ ' ROCK GHEGK DAMS AND OTHER TRAIL SYSTEM
l;'MP'• R ALTY LLC _ DB 24 41 F.. STREAM (TOP OF BANK) ~ r ~ T1MPORARY EROSION GoNTROL DURHAM NC ~ ` . ( DEVICES MUST BE REMOVED
ZONINGS PDR 3. ° ~ Z . , _ FLOODWAY \ ~ ~ ~ 1 ~ AFTER TRAIL 15 PAVED.
F/J B WATERSHED USES APARTMENTS l 1~'; l \
- FF - FLOODPLAIN (FLOODWAY FRINGE)
50' STREAM BUFFER DURHAM STREAM BUFFER
ALL RESEEDING OF DISTURBED REQUIRED (SIZE VARIES) ~ AREAS IN THIS SECTION IS TO BE
~ ~ a RIPARIAN GRASS MIX. NOTE: NO FILLING IN FLOODWAY• ALL EXCAVATED MATERIAL
TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. B OWNER: ~ J CITE' OF DURHAM
Q _ END HEAVY DUTY N PH T PAVING :>?i?i€'?~' ~ 101 CITY HALL PLAZA
AS AL NOTE, WIi1=RE NO PROPOSED GRADING IS SHOWN, C TA LIMITS OF WORK IN THIS SECTION TRAIL IS TO BE GONSTRUGTED TO A ~ ~ / TREE PROTECTION DURHAM, NC 27701
44+ 9.61 FINI5HED TOP ELEVATION THAT MATCHES o ARE THE TREE PROTECTION FENCE -t'`y'~~~~``,.-~ ~ ~ FENCING ON TOP ATTN: BETH TIMSON
AND THE GREENWAY EASEMENT LINES THE EXISTIN6 RDJAGENT ELEVATION. ~ o:`~~',:~~~~~ OP BANK RE: p ~ ~ PARKS & RECREATION DEPT
. ~ ~ I 3/D-3 ph:919-560-4355 ~ ;:;:x•::.;~
. DWQ WETLAND ~ STREAM EROSION CONTROL ITEMS UUPER IMPACTS PROPOSED ' ~ ~ « ~ fx: 919-560-4021 ~ ( l I I
~ SILT FENGE (TEMPORARY)
0 WETLAND IMPAGT -'-SF RE:2/D-3 - _ TREE PROTECTION FENGE
C3 10"PO WETLAND TEMPORARY RE:3/l7-3 (TEMPORARY) ~ ° nvnvv
Z ~ IMPAGT Tsn - TEMPORARY DIVERSION
~ STREAM BUFFER DITCH RE: 5/17-3 ~ ZONE1IMPAG7 0 ' ~ I ~ l ~ SEE 1A/D-1 FOR TRAIL GRADING
~ $o~ ROCK PIPE INLET ..n 4 a . ~ ~ STREAM BUFFER PROTECTION RE. 1/D-3 i
- TA "MAP .~r".'**`~ ZONE 2 IMPAGT SEDIMENT TRAP RE:9/D-4 / ~ J "MAP
~ - - 3 62.86 ° 0719-03-41-8286 STREAM BUFFER ® TEMPORARY) P EDGE 0 426-02-003E (
TEMPORARY IMPAGT ILA 1 o MAP WUDDCRDFT COMMUNITY ® ROCK GHEGK DAM / ~ ''r` _ ~ f ~ ( 14"MAP _ \
MI I OF 8' . ~ W ASSBC, INC. RE:7/D-4 (TEMPORARY) MUM ~ , u DB 1499 / 850
ER M SEWER ~ ry ~ ZDNING~ PDR 3,65 REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ~ ~ ~ ~ ~ ~ ~ GAR 0~
F/J B AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 ~ " ~ - WATERSHED M NHOLE hee ~ USE. VACANT TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS.
lain 12"POP sheet p ° 50 WIDE ~ dplam 12"POP .w~~::~:, / ~ ~ ~ . 9~,• ~ : a
ss REENWAY DWQ 50' STREAM BUFFER VEGETATION (ss ~ ~ ~ ' ~ 1050 -
U} ZONE 1(31?-FT) d ZONE 2 (20-FT) EXISTIN6 PROPOSED ~ EASEMENT ' 1
h ~ ® TREE TO BE REMOVED T ~ ~ a " AK ROTEGTIO
tt C •STA >X TREEisHRUBS , EGTIO ,~~I ~ ~ l RE: s ~ , ~ 1 ~~N N A~'
~ NOTE THAT EXISTING TREES FENGE RE: 42±90.87 g .6 aK ~ ~ ARE DRAWN WITH SCREED ' ~ ~ / "l ~ /~~lgrnu~~~~~~
' ROOT PROTECTION ZONE 3/D-3 e 12°B.GU p » ~ 0 zar~ $ EQUAL TO 1' RADIUS PER 1'• 12"B.GU i ~
10 Pd ~ ~ TREE TRUNK CALIPER I,, 1 10"PO i a
t ~cnerrR BuF'PER .-~Y'~' VEGETATION LINE o ~I i i E
~ aL
~ EGIN 180 E HEAVY a B L . ~I N~ 1~ RE T2/D-3E ~ Job Number: 0831 ~ 9 wOd I
DUTY ASPHALT PAVING ALL TRAIL ON THIS SHEET , ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF RE= 3/D-1 IS OUTSIDE THE FLOODWAY ~ FLAT BOARDWALK LONG BOARDWALK AND HEAVY DUTY STREAM BUFFER IMPACT ~ Drawn WLR CP JW JC KB KH_
i /
ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ' ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED \ I'I 1 ~ ZONE 1 1,~1 5F•~ ONE2 1,931-5P 11 Checked DAJ EOS TRK SAB KH , _ Date 10128105 CD RESUBMITTAL f { ( ~ 1 {CONTINUE ON GD-9) ~ Revisions 2115!06 BID SET
i~ RNING SIGN ~ f~ ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE Ij . j ~ ~ / ~ .3/05108 ISSUED FOR
RE: 1/D-8 / ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ® ~,r ` ~ ~ I ~ PILL TO RAMP UP T ~ ~ CONSTRUCTION _
,`J 12°POP o ° ~ DURHAM PARKS AND RECREATION. ~ ~ 12"POP BOARDWALK AT AN ~ ~ ' 6115109 BID SET O P ~I ~ d' ° Sgb SLOPE ~ ~ ~ 7114109 BID SET _
o ,r ~ ~ ,oF u~r / ,q ~ D ~ N~ 2~A~ 7127!09 BID SET REV
~ f~ F ~ < I'°"""I / ~ 4!7/14 DWQ REVISION ~ i
4;~ PROPOSED 36' L NGTH Q ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS ~ "i~ BOARDWALK ~ SILT FENCE OR TREE PROTECTION FENCE q / I I /
' RE: 6fD-6.1 /
` ~ STORM SEWER ELEVATIONS SHOWN ARE APPROXIMATE A / B E I f { TEMPORARY BYPA55 ~ / / ~ ~ / CONSTRUCTION DRAWINGS
.c g~~ AND SHOULD BE VERIFIED IN FIELD BY CONTRACTOR. B E . ~ / (
16"MAP 2) BOLLARD 4/D-2 ~ 16"MAP 1 s"MAP (5EE 2/D-4) ~ ~ _ _ - _
° WITH PAINT DIAMOND. ° ~ , ~ z a I ~ / ~ / ~ 1 / Sheet Title:
9°~f' F ELINEATED WETLANDS r ~ n ~i ~ ~
' ° o ~ o°~~ " _ 2015 SF - .046 AG ~ ~np B E y ~ { m ~ ~ / / g J ` ' TRAIL
_ o z. ~ ~ ~ - - NO PERMANENT IMPAGT ~ 8 E1 P r ~ I B-E TEMP IMPAGT 0.013 AG B-E Iii a ~ w ~ B-E " 1\ / -
i7 Sm ROXBORO
v. ! i 1 ~ t
/ IuTCHLIIiE F o ' FRO A 13-E2 MATCHLINE F 1 nLL 1
SECTION 1 AIL Aghk i & EROSION CONTROL PLAN 30 0 30 60 90
SITE & LANDSCAPE PLAN 00 GRADING & EROSI CD-10 DWQ WETLAND IMPACT (]F APPLICABLE) W
A BUFFER IMPACT (IF APPLICABLE) Sheet Number
TRAIL - ROXBORO ROAD SECTION 1 DWQ STREAM BUFFER IMP 1 " = 30'
Scale 1" = 30' CD-10

I ` /
1 I ~ ~ b~i /A ~ s ~ I ~
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54+~ 1.01 l ~ ~ ~ I I
~ Ir ~ ; ~ ~ 'J II U ' i~ f ~ 51LT EENGE ~ ~ I ~ /
II 4 . I J ~ i ~ ~ ! RE: zro- ~ ~ j ~ ~ / ~ ,r~ l~
ALL RESEEDING OF DISTURBED l ! ' W
1 ~ ~ AREAS IN THIS SECTION IS TO BE / /
PT S j RIPARIAN GRASS MIX. ~ / /I . ~G 1
55+y4.1 ~ ~ ! i r N I ! / ~ ~ a ; ~ I / ! rn ~ ~ ~ Ill ~~...1 l ~ ~ ~ 1
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' i LEGEND I '!I i \ lr / ~ ~
RNING SIGN PROPERTY RELATED ITEMS d I I ~ ' ~ ~ ' RE: 1/D-8 ~ J r', /
Ij ~ ~ EXISTING PROPOSED ' ~ i t ~ y- % r / ~ UKI' ~ o
- ~ ~ - PROPERTY LINE 1 ` u7 ~ r` / ~ ~ qn ~ r I
- - - EASEMENT LINE ` , j ~ ~ ~ / i ~ ~ ~ , ~ ' _ ~ ~ 111 West Main Street
~ ~ %~':1 (i STRUCTURE ! ~ 0 r ~ ~ ~ / / ~ I { N ~ ~ N.C. 27701 \d ~ , W Durham,
I T € -o-o- =X=X= FENCE ~ 1 : l j f ~ ,1 r~ ~/l ~l ~ G~ ~ ~ ~ , z p 919.882.0368
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i EXISTING PROPOSED I J ~ ~ l /l l I ° ~ ~ / 'i~ ~ 1~~ l / l ~ ,n~
T/ tr 1 r~ i
/ CURB 6 GUTTER ~ r is 't l.` /l I ll ~ ~ ~ ~ / ` o
LIMITS OF WORK IN THIS SECTION EDGE of PAVEMENT / I ~ r- , ~
y ~ p ~ I ARE THE TREE PROTECTION FENCE CONCRETE SIDEWALK 10 WIDE ASPHALT \ . , , , , ~ 1 1 ~ ~ ~ ~ I i 3
TRAIL RE: 1/D-1 ; AND THE GREENWAY EASEMENT LINES ~ ; / ; ~ ~ o~ , ~ ~ M~ l 11 I ~ ~ _ _ 246 _
V ~ /A ASPH,4LT SIDEWALK rv W l ,
' ~ HEAVY DUTY ASPHALT SIDEWALK J ~ • . t m l i i i
/ w o ~>i it ~ ~ ~ i , ~ , ~ - ~ _ _ ,
o 0 / oi"? + • . 5TA STATIONIN FROM POINT. ~ 0 ' ~ t*a3.2~ OF BEGIN~NG n ~o l l ~ i i
t~ ru N N ~ I n • r h ~ ~ Z O • h."~ c ~ ca ui ~ POINT OF CURVATURE i' ~ l ~ ~ l a ~ ~ zl E ~ / 246__--~ ~ / i z ~ ~ _
' ~i Nti Z ~i~ cv ti Pf r j l ll yr ~I I~' / ~ i ~ \
2 ~ ~ ~ ~ , \ POINT OF TANGENCY I w I UTILITIES f '
I ~ I ( EXISTING PROPOSED . tY ! w o ; " o
~i f ~ ~d ~ UTILITY POLE tut~~ ~ o , 3 ~ ( ~ ~ Project:
~ ~ GATGH BASIN ~ 1 ~ ~ ! 24.3 i~ ~ I ~ ~
w I J- / , i ~ ~ ~ ~ ~ RRISED MANHOLE / / I ,
~ l ~ ~ ~ ~ ~ ~ • ~ , ~ ~ THIRD FORK
Z Q .C~ 0719 04 52 6521 -SO ~Sp_ STORM DRAINAGE PIPING ; I ~ ~ ~i 425-02-010 / I ~ f ~ ~ ~I l I~~ I` I ~
z °f4~ ® CULVERT ~ \ HUPE VALLEY FARMS HDA / J ; ~ ~ ~ ~ ~ I CREEK TRAIL
~ ~ DB 2246 / 109 - - SANITARY SEWER ~ ! f` r l l ' ~ TREE PROTECTION ? ~ I I ~ ~ I I
/ I /w ZONINGS PDR 3,44 ~ rl/ -FO- FIBER OPTIC UNE ! ~ / ~ F/J-B WATERSHED i / ll ll ' 1( EENGE RE: 3/D-3 \ I F I II I ~ ~ v-,
' ~ ( USES VACANT RESIDENTIAL NOTE: GIN OF DI~ZHAM SEWER LINES ~ / l TYP. I ~ I ~
EASEhENT5 5HALL BE ACCESSIBLE AT /V1 / ` • ~ 100' WIDE I NGE AND REPAIRS • ~ ~ TINS FOR MA NTENA ;
GREENWAY ~ CONTACT WITH THE GENERAL r / l ~ 2 4 6.2 a l I ( ~ T(~P 42" SAN, nvRxAS OPEN SPACE AND'thAws
. EASEME T CONTRACTOR, o N ! / ~ ~ ~ \ o ~ ~ I I I ~ SEWER~~0.9~ 't~
o ~ ~ , / TOPOGRAPHY 1 l l / ~ DE DITCH TO TIE INTO \ I 3___1____- BOTTOM 15"RGP~245.8 ~ N4RTHISDUTH
> ~ 338 _ / I • ~ i CONTOUR I l PROP05ED STORM PIPE I ,n
' • • • ~ ~ t57,5 + 157.5 SPOT ELEVATION !Tr`zAIL G/L) ! l l ~ A ' I ~ ~ ~ TRAIL SYSTEM ~ l ~ ~ ~ ~ ~ 248 I 16~ R = 4' ~
\ ! A g STREAM TOP OF BANK) I--_'_ T~A l
/ ~ 8°x26'x3. ' IR = ~ kN'~ . DISTUR/i~'ED 8,000 5a ET DURHAM NC ~IA1~EA 5,000 5Q ET I LJi
'!i j \ r w FLOODWAY ! ~ I / \ ~ ENDWALL 2 RE:2/ 6 ~
1 ~ - FP - FLDODPLAIN LOODWAY FRINGE) / ! / i ~ ll / l REMOVE EXI5TIN6 12" PIPE { "1 ; I F ~ 2 - 1y5"~RGP: 4/D-7 ,n
i / 5H' STREAM BUFFER / \ ~ DURHAM STREAM BUFFER I / l ~ l (+/-50'X2 PIPES) UNDER TRAIL ' , b` - ~ _ IN1G= 245.9 Gji
I i REQUIRED !SIZE VARIES) / ~ l l / l AND REPLACE WITH 2-15" RGP ~ ~ ~ ~ ~ GLA55 B RIPRAP ' 10'x 7'x 18"THK RE:4/D-
° ~ i o 16"POP ~ / h NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL / N li / ~ I 60 LE EACH F i
\ / TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. / / ~ / HEADWALL w/RAILING ~ OWNER:
~ ~ ~ ~ / l / / RE: 4/D-7 ~ ~ s ~ ~ ~ ~ ~ ~ ~ 51LT EENGE RE: 2/D-3 ~ CITY OF DURHAM / ll / ~ 2-15" INV = 246.2 ~ ~,v./~~~,~ ~ 1 TOP "SAN. SEWER=240.8± 101 CITY HALL PLAZA
I A 0 PROPOSED GRADING IS SHOWN, / / ~ ~ o~ DURHAM, NC 27701
R BUFFER I NOTE• WHERE N / ~ 50 NCDEN ' ~ TRAIL 15 TO BE CONSTRUCTED TO A ! I FINISHED TOP ELEVATION THAT MATCHES / / ~0 NCDENR SUFFER BOTTOIKI OE 36"RGP=243.19 ~ ~ ! I ,~A ATTN: BETH TIMSON
WARNING 51G ~ I l I - I THE EXISTING ADJACENT ELEVATION. C l l GLA55 B RIPRAP ~ ~ ! ~ ENLL 3 PARKS & RECREATION DEPT 6'x 9'x 18" THK CLEARING ~ F ~ ~
RE: 1/D 8 ~ / / l I ~ ~ LINE „ G ~ ~ `t 2-36'~RGf~RE: 4/D-7 ph: 919-560-4355 ~ ~ _ - RE~4~-3 247.7 f ~ `v'
~ „d - DWQ WETLAND ff STREAM EROSION CONTROL ITEMS ! ; _ _ - - - - - /f , " ,:r lf,G/ , ~ INV - 243.43 fx: 919-560-4021
BUFFER IMPACTS PROPOSED ! SILT FENCE (TEMPORARY) ! -HEAflWA~CL w/RAILING ~ =t~ , GLASS I RIPRAP ~
2 BOLLARD 4/,~2 WETLAND IMPACT --SF 2/D_3 I RE: 4/D-7 ~ ~ 24'x 16'x 24r;,,~kfK~° ~ /
~ TREE PROTEGTIDN FENCE ! WI H PPP~lNT-i7fAMOND - 2-36" RGP ~ ~ ~
WETLAND TEMPORARY RE: 3/D-3 !TEMPORARY) I / I vavvv J 24P - - - -INV =2 $ ' ; l°~1~ ~ SMALL _ - p - - - - ® GLA55 I R~PR~P _ _ _ ~ - - ~ ~I ` ~ ,~~~1 ~
" _ SMALL ~ IMPACT ~ ~ TEMPORARY DIVER510N I ~ ~ ~ _ _ , ® R ~ ~ STREAM BUFFER rsB DITCH RE:51b-3 ~ • . ~ TREES
: ZONE1IMPAGT - ~~C~""STA ROCK PIPE INLET / ~ _ , x X 24 T _ I~ TREES _ _ _ _ _ _ _ -g~: 4/C?.3- 10" SANIT SEWER ~ µ N~.~ ~ ~ ~ ~r~ ~ k 51LT EENGE R~>~ZTD-3
S - ~ ~ FER ROTEGTION RE:'UD 3 50+77.05 - ~ ~ ~ PT STA m *,..p.r.4 STREAM BUF P / 245 ~ ~ ,
~ + ° * * ' } ZONE 2 IMPACT SEDIN~NT TRAP RE:9/D-~} ~ ~ ~ ~ , 50+83.22 STREAM BUFFER ® (TEMPORARY) ~
~ ~ ~ Qa 4 I TEMPORARY IMPACT ® ROCK GHEGK DAM I / ~ ~ 1 i p
' a n a a v ~ RE: 7/D-4 (TEMPORARY) J REMOVE EXISTING 12f' P6PE° ~ ` ; ` v Q
r i~G, ~ • d s = . REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES J E'1='A1dD"RA~WITH ''E n~ r / W ; STREAM BUFFER IMPACT 37+50 ~ ~~,~at1111"",,,,,, 2-36" RGI~ 60 LF q ` ~ / ' C ~ R 0
m , ~ ~s ° ~ 4+ a ~ AND RESEEDING OF TH05E AREAS FOR STABILIZATION 15 J r~\oc : R BUFFER a ~ ~ n
5 EN TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. 50` N~~ENR g~FFER F~~ f I° ~ ZONE 1 5917; ZO ~ X6'4 3 ;=~~o~attoscgpF9 i . ~
° ° AM BUFFER VEGETATION
a. P ~ STA / DWQ 50 SIRE •S DELINEATED WETLAND ``1 501-25.99 ZONE 1130-FT) 4 zoNE 2 l2aFT) EXISTING PROPOSED t, / = x iN 1050 y x
30 BOARDWALK w ~ ~ 2533 SF - .0 A~'°` I TREE TO BE REMOVED I PINES +0• ~ ~ ~ 51LT GE: 2/D-3 A 'd .,y F
RE: 6/D-6.1 0~ PINES ~N ~a NO PE T IMPACT ° . ° AK Q a ~ vry 2 ~ p~ srR~$~ TREE/SHRUBS i 2 7 I ,,r ~I ~~~....M~ ~t
\ rnN ~ y o , ~ TEDaP'IMPAGT 0.012 AG ~ of o ~ ~ o~ ~ STA • NOTE THAT EXISTING TREES \ ` II ~ I =°"""•w 7 ~ { V '~IIf lllllll'
o` Qaa~ ~N ~ v~ , ~ 6° AK ~ ARE DRAWN WITH SCALED o` ~ Z~O~ ~ 4 8 • RNING SIGN ~ ROOT PROTECTION ZONE \ [ E S ~ i I i.
0 y~o ~ EQUAL TO 1' RADIUS PER 1" ~ \ \ C Z CL w r RE: 1/D-S Xf1 cA~ cL i TREE TRUNK CALIPER \ ~ ~ . \ i
k O ~ D~'NR Bt,F'~ .-~'J --1`'Y~ INE ~ ~ x° • i
\ AM BUFFER ~ O ~ "*.z~tNf r VEGETATION L 100 STRE 2 ~ ~ NTS o ~ 100' STREAM BUEI=ER \ I °o Y2 I
\ p~,~. 40 E I • ~ ~ o~ 1 Job Number: 0831 ~ ~l} ~ I
SANITARY SE R " ~ ;r';"' NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF • • ~ I 1 Drawn WLR CP JW JC KB KH
EASE T j \ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY . \ I II q Checked. DAJ EOS TRK SAB,_KH _
' PT STA ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN
v 49+51.64 ~ ~ ON PLANS, 8UT ACTUAL LOCATION WILL BE LOCATED ~ ~ ~ ~ i TREE PROTEGTI ON Oate 10!28!05 CD RESUBMITTAL ~ I ~ ~ FENCE ON TOP OE Revisions 3105!08 BSSUED FOR
~'v IN FIELD DURING CONSTRUCTION BY LANDSCAPE / 1 p / ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND \ I p / ~ STREAM BANK CONSTRUCTION
100 WIDE N DURHAM PARKS AND RECREATION. I p ~ ~a Q 6(15(09 BID SET "v ~ / ~ -
GREENWAY ~ w, 7f14109 BID SET
'EASEMENT i ~ ~ 1 PINES PC STA ` i€ ~ I PINES 7127109 BID SET REV ~ , A ~ I 417110 DWQ REVISION-
49+06.74
WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS E I ~•v ~ I 24 0
I SILT FENCE OR TREE PROTECTION FENCE 0719-03-42-8252 ..v ~ ~ E I
10 WIDE 425A-01-024 i PROPOSED ~ rn ~ NOTE THAT
CHDWNINGS PLACE TDWNHDME ASSDC 3 ~ ~ j 1 \ ~ \ ~ 24~`s,` ~ r~ I ''r DRA~IN,4GE P~PE~J CONSTRUCTION DRAWINGS
DB 2265 / 25 \ ASPHALT TRAIL ZDNING~ PDR 3.44 'RE: 1/D-1 ~ ` ~ ' MlJST EXTEND TO
F/J-B WATERSHED ~ ~ \ ~ ~ THE EDGE OE THE Sheet Title:
USES MULTI FAMILY RESIDENTIAL } SANITARY SEWE}2
~ ~ ` ~ _ ~ ` ~ EASEMENT TRAIL -
~i
T 5TA N -~p~ ~ ~ v.. ~ ~ ~ > ~ S. ROXBORO
40Y94A4 yyTCHLMyr G \ ANgaVALUlzo %I 1.! 11Y&iii 1
SECTION 2
CD-11 SITE & LANDSCAPE PLAN GRADING & ERO TRAIL - SOUTH ROXBORO ROAD SECTION 2 DWQ WETLAND IMPACT (IF APPLICABLE) DWQ STREAM BUFFER D t " = 30' TG & EROSION CONTROL PLAN 30 0 30 so so
AM BUFFER IMPACT (IF APPLICABLE) _ - - - - - _ Sheet Number
Scale 1" = 30' CD-11

',I
J ~ i '((s / / / I ;~~:'1dAATCILTi I ~ 1 ~
NOTE: ALL TRAIL CONSTRUCTED IN RIGHT OF WAY REL TE GUARDRAIL AND REPLA ~ i< < ° C~ ~ , ~ ; YA I f, _
, ' ~ WITH NE ND SECTION ' o ~ IS TO BE CONCRETE SIDEWALK TRAIL RE: 5/D 1 1 1~ JI \ / ~ v
i
;i: N,/ `u'~ ' ~ ~ ~ ~ WHERE NOT INDICATED LIMIT OF CONSTRUCTION WORK IS ~ I ; ;r ' ,
r°' 3 HS I +r SILT FENCE OR TREE PROTECTION FENCE l I ~ ~ I ~ j'~' 1 I ~ r ~ ~ ~ k
`REMOy~ EXISTING;;' !i . I ,
D PT STA o f`; j d~ o ;r, J` NEW SECTIONS OF GUARD RAIL ARE TO BE PAINTED TO ~
• 1 +72.~ : ; ~ o NJ MATCH EXISTING GUARD RAILS ~ ~ f 1 1 ~ +d 11 ~ ~ t l °1 `~~j!y' ~ ' 1 ~ f J
o t. • ; r' -
l~ , CONTRACTOR IS TO INSTALL A TEMPORARY 4 WIDE J 1 ' ( 1, ~ \ ~ i , o
TREA~;:i BUYER IMI'AG 20 68' WIDE DUKE .~'1 ASPHALT WALKWAY ON THE OPPOSITE SIDE OF S. TO 660 , I / I I i~~r'I ' ~ 1 ~ ;l
POWER ' ZONE~r`440 SP•Z~r.NE2 F ° ROXBORO ST. ll l ~ ~ o
I 1 ;r EASEMENT.
; i 1, 'r' LEGEND
I 1-AR ~ PROPERTY RELATED ITEMS \ i' r
, a, ; r! EXI571NG PROPOSED \2S
! ? ~ F~ 1 ; !F - PROPERTY- LINE \
ii - - ' r' i` - e- EASEMENT LINE ~ ` ` ~ 1 ~ I l~ t" f t. I,~~~;` I l I ~ , ~ z 111 West Main Street
~l k ` J I I I:"' J II 1 1 W Durham N.C. 27701
1' r! i i ' i' r STRUCTURE r %,1 j 1 J I ~!'f1 `~l~J I''"` r I I~ ~ z p 919.682.0368
I~. ~ i << -o-o- =X=X= FENCE ~ I~ l ' I 1 i ~ f 919.688.5646
o `+i RETAINING WALL : ; ,r, 15 WIDE STRIP OE ~ y ~ I " \ r~' ~ 1 J / ? W www.cjtpa.cam
CITY OWNED M. E~4tSTING ,~.1GHT ! ! la'~' , r i~: r!fll ' ! i
PROPERTY • v : r PAVING / ~ vJ• i is ` ! I` 1
' ~ i~pLE EXISTING PROPOSED SEE 1 A D- • ^ ~ ~ i i , >l SEE 1A/D-1 FOR TRAIL GRADING I ! ; r!~!~l J'.`~ ,',~`~1 pp ,
'~I 0719-04-63-4674 ° Al a f'''; _ 425-02-0108 " Q G' ~ CURB a GUTTER
~ ,R ~ ~ CITY OF DURHAM ' ; ; h I, ; ; EDGE OF PA T r r i. ' i~" k
' ' DB 2018 / 595 • • ~ ~r,'' ~ ~ ZONING, PDR 3,44 , r i,' r , ; CONCRETE SIDEWALK
'I F/J-B WATERSHED 4" ~ ~ ~a x ; r'r I .•r..~ . 2,52-
'~J USE; VACANT RESIDENTIAL ~ T EwALK - - - - , . o ~ f _ ASPHAL 51D ra ~
$ oA ~ ® n ii'I i i ;;i 8 4A ' ~ . I I ;~~,1~! ' ~NI
I % ; HEAVY DUTY ASPHALT SIDEWALK 3 H5 ~ ; ' , ~r,~ ,
, I I~~I 1'~~1 /1 ~ ~
• H~ sra, STATIONING FROM POINT r` 2 43. i 1+ ~ NI IN NG OF BEG r ALL RESEEDING OF DISTURBED
AREAS IN THIS SECTION IS TO BE Q " 0 ~'i ~ POINT OF CURVATURE C 4 I 1r; !;i'f ®
0 r rr i c ~T RIPARIAN GRASS MIX. POINT OF TANGENCY Q
TI S t~`' UTILI E l ;r N I f11 1
(iY o? ~ EXISTING PROPOSED ~ .Q ° ~ ~ UTILITY POLE
?N W ' I ~ \ r,,''I TREE ! .,'r l,, ' ~ ~ l l 1 ` ~ / ~ Project: ,r t' N7l 0
• ~ iv;oo GATGH BA51N .R, r.'' roil ! 1 ~ ~ 1' ' l , 1 l PROTECTION ! R I ~ ~ r l
RAISED MANHOLE FENGE RE: INE ! ' ' ',I, ~ ! r , , ' II ' THIRD FORK
e PINE r`,~r . , 1 ~ ® f; ~ z -so -s~-- STORM DRAINAGE PIPIN6 3/1.1-3 $ P 1 ~ ~ ' ~ ;?!%`r / ~ I I
r`; "r' ! ' .r r'i:l oc s+' O CULVERT J '.ii ~ 1 ! • ~ CREEK TRAIL J J ; I i;; ' 1 I I
i;'` SANITARY SEWER SILT FENGE '1 ' ,l l~ 1
0719 04 53 9554. ~ -FO- FIBER OPTIC LINE _ J 1 1` 1 i'I i, r l 1 1 I l I r' l
- ! 425-02 OlOA ROX. 90 GY GUT ON SHEETS l ! 1 I ''J I ~ l I ~ l ~ ~
HOPE VALLEY FARM H/O ASSN 3 H5 EXISTI " - ~ NOTE. CITY OF DURHAM SEI~R LINES d -(APPROX. 90 GY C r DB 2246 / 109 , ROW ,,tr f ! EASEMENTS SHALL BE AGGE551i3Lf AT ALL GD-12 ~ 13 AND f 12 ~ 13 RND 80 GY OF FILL / / ! 1 t~',;~"" ,~~;r~J 1;'''r ~ ' I 1 I I E;
ZONINGS PDR 3,44 ° ;:i r'i ~ i" i, TIMES FOR MAINTENANCE AND REPAIRS ON SHEET 1~ l 1 - ' ' ~ 1. ; ' ON SHEET 13 WI-fERE TRAIL 6" AK ~ . , ~ `ill i r / ~ I ~ ~ ~ / / ~ w~ op~r sreca arm 1'x~us
F/J-B WATERSHED 6 AK ~ THROUGlt CONTACT WITH THE 61.NL~RL ® EXIS~`,D1G f LEAVES ROXBORC ' CONTRACTOR. /E5 ROXBORO STREET). GUT ~ / 1 1(','` 'jj ~1."'" 1';r`~ 1 ~ I I ~ / h
USE: VACANT RESIDENTIAL PROR-~ j • AS NECESSARY ;f TOPOGRAPHY NEGE55ARY ADJACENT TO / l 1 ;;'i-1 l,•'I ~ 1• 1 ~ / ~ !
0 LINE,:` ; -~N€W_51D~WALK TO 6 ~ ,'r t;!~' %i' 338 _ _1.J_ ~j^ ~~D~WALK To BRING GRASS 6~: ~ ~ / J 1 ~1-' ; 1,,1, l I ~ I / ~ I N~RTHISOUTH
;,j CONTOUR AREA LEVEL ~REA LEVE>= Y~T~i SIDEWALK I I ! I ~ ! ~ ! / I ~'I/ / TRAIL SYSTEM
PC STA EDGE. RESEED 4 X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/l.) t ~E. RESEED WIT~t`RIPARIAN J ! „`t 259.x' y lei; ~'`~l ) l~l l I ; ;ii / GRA~ MIX. •,•i. ;'r; 1;1 ~t ;s
59+21.6 ; r' ` ` f STREAM (TOP OF BANK) -PR ~ IDE MINIMUM lIDE MINIMUM 18" SHOUL~E~ - ~ ~ s" ~ I I 1 1 ' lf; I ~l ! / . I / DURHAM NC 1 r.. !
; ~ ,,r ' ~ T f ~ 1/ PER ADD 5' WIDE CONCRETE ' rw FLOODWAY 2 5 4 . ' ~ f '`U 7 t, 1/ "PER FOOT SLDPE. ~ I t~ ~ '/,ll % ~ 254.E ~ I ! 1~1 `~l l I
r ` ' X11 ~ ~ TO EXISTING 5 SIDEWALKQ~ ~ r~,t ~ J~, -DISPOSE OP EXGE, SSE OF EXCESS GUT ALONG Q I ! , i !li ; 1``~ ~ g . ~ I /
TO CREATE THE 10' WIDE w l~! E' ~ STING ~,'1GHT ~ - FP - FLOODPLAIN (FLOODWAY FRINGEI SLOPE EDGE. I ! 1Jr yl , r ~ ~ 1 1 ~
SIDEWALK TRAIL RE: 5/D-1 . y F~ LE so' STREaM &JFFER M STREAM BUFFER ii H r ' ~ "i' ; ; DURHA
~I 3' ~ 'n ~ ~ , ? ~ REQUIRED (SIZE V-ARIES). _
EXISTi'6 5' W •E NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ ~ f / l I l!'l I ~ /1 J / ~ ~ ~ ~ ~ ~ ,1 OWNER: _ 1 f ~ ;I j' fir,` 11 J I / ~ CITY OF DURHAM
TO BE DISPOSED OF OUTSIDE OF THE FLOODPLRIN, 7f ~ GON~~ETE
o % r,; f SIDEI~AL.K T(~; ~ ~ !1 ! l,- ;,~1 1,~1, 11 ! J / ~ ~ 101 CITY HALL PLAZA n ~ I
0 ® ~ RENJ~41N ; NOTE: WHERE NO PROPOSED GRADING 15 SHOWN, TRAIL 15 TO BE CONSTRUCTED TO A ® I I / 1,-'' J J J ~ DURHAM, NC 27701 I
3 H5 ~ r r elf` FINISHED TOP ELEVATION THAT MATCHES y , • ! ~ l '~'``J I l J I ~ ATTN: BETH TIMSON
~ THE EXISTING ADJACENT ELEVATION. .w '`i 3" Q ~r J l "i J i l } PARKS & RECREATION DEPT 0 1 i 9 ; I " I 1 h:919-560-4355
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li f.• OWQ WETLAND ~ STREAM EROSION CONTROL ITEMS ° 0 ;'r ` 1 BUFI?ER IMPACTS PROPOSED
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• a `r~ r IMPACT TEMPORARY DIVERSION 6; N ; ; i l' r ~ - Tsn - r: I J t~ • ;r; iu f r 11~
~ a STREAM BUFFER DITCH RE:5/D-3 J;' , f ~y/ ~ ZONE1 IMPACT o,Ug ROCK PIPE INLET
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~ : ` ~ 9 - ` 0, ~ " > ~ ~ ZONE 2 IMPACT -4 ~ ~ '',r , t~• ` " ~ « ~ SEDIMENT TRAP RE:9/D 1,,' 1 J ~ \
REMOVE EX v~ . ~ (!lJ ~ i1 STREAM BUFFER (TEMPORARY) , 3 H ~ , , 40' WIDE
HEDGE 4 PAST f; fJ~ ? TEMPORARY IMPACT GK GHEGK DAM g OAK r SANITARY ' % ~ Ro ENTRANCE 516 ® ~ / RE:7/O-4 (TEMPORARY) 8 ppK rr j ,1 rl ; l;~~ 1 J I I ~
4i; i; ' ~ ~ , SEWER ,
V ( OF ALL TEMPORARY EROSION CONTROL MEASURES ~ EASEMENT ' REMOVAL TH05E AREAS FOR STABILIZATION IS Q i i','. V~ ~j! ~ll I ~l 1 I ~ ~ o~~, CARQ''% ii ~ tt J~` ~ I ~ ~~i
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/ ~ o TYPE AB/ w.; , ~ ' DWG2 50 STREAM BUFFER VEGETATION , ;
' ~ ,?f r~' ~ 'di`ii` ZONE 1(30-FT) 8 ZONE 2 (20-FT) EXISTING PROPOSED ~ Vii; ~ ~f ~ n. i; ; 0 i 'rt / I l ~ } d
~ ~ u ~ if f ~ ~ r~ l; J , ~r ~ app A 4 TREE TO BE REMOVED GON GTION ~ ~ CITY OF DU AM ;x % ~ aK
f sr~~ EN E SIGN ca, 'r i;~ err; S PINE ,h~~°~ ~ ~ TREE/SHRUBS l l ~ a INE /
z ,r r; P GREENWAY SEMENT 'S • ^ ~ NOTE THAT EXISTING TREES ~ R~: 1ro-5 12 P ~ " ......¢s-- ZONE: PDR 3.44 `V ~ .6 aK ARE DRAWN WITH SCREED 12"PINE / Vii` ~ i'lJl ll~; %~l,' ~ / / r ~ ~ ~ ~~l/~~~~inn~~~O~~
it f 4¢89' F ~ F J-B WA ERSHED RooT PROTECTION zoNE „ ~ a ~ ` l ' ~ % ~ TD 1' RADIUS PER 1 • ; ,i ! q za EQUAL `r / / ~ f Ni' rl I';' ; 1 / ff I
~ M ;1 r~,-f ® ~ _ TREE TRUNK CALIPER ; EXITING L;~~HT ~ ~ ~ ~ ~ 2 , ~~5 fi . • ~ , r l~ f 1, ; i` l I N / 1~ ~ ,
SIGN POUR POT : r ~eN , ' ~ ~r ~ ~ ~ 5 s ° g" IN R VEGETATION LINE ~
.o y. R y INE ~ ~6 ~5g ~ ~ / o ~ • i,>1 ",l INE / 1 f Jab Number: 0831
exis P B ~ ~ KNnGK-DOWfd;'
arc 5, TY E / n~, ~ / ! W1 ~ r'r r ~ WIDE ;i A i' f ~ ~ ~ r~ ~i° ~ l I I I , "r,--"• 1 1 J / 1 / Drawn WLR CP JW JC KB KH o f ` l rr';% PINS ~ /
c c o• ~DLLARD R>r~ ~ 0 5 PINE 0 ~ ~ °"'~Re CONCRETE 10 ~ ~ -2 ~ - ~ siQ o ~ ~ / ! ~ I ~ < <t' ~ j ® ~ ~ 1 Checked DAJ EOS TRK SAB KH
ii w 0 SIDEWALK TRA L NEW S` IDE PIPE BOLL,~RDry ; ~ ~ ~ ~ j GNM I I Date 10128!05 CD RESUBMITTAL l ~ ~ 252. r ~i.~ ~.,...F.~ ~ i Revisions 2115106 BID SET ,i' ' r` I ~ ~ 3ro5108 ISSUED FOR
.zrRE: Oro-2 (~'P) ~ CONCRET TRAIL ~•,q~
- ; - 0719-04-52-6521 ~ ~ :~o,~ SAw 425-02-01o A D J A C E T T G ii i ~ ~ _ i ® I~~ I ~ ~ ~ ~ CONSTRUCTION ;/q /p ~~'9~' ~ j GONST~.RUC~iT101`l E1`1 1~1G~ 6115109 BID SET
G~, 9~ PT d.. , ~ I I PINES ~ ° AND IL TO BE G NT}~RED 7114109 BID SET
~ TYPE B/G M2p°~'~Z° ~ : 5+ 6.6'7 Es EXIS G CURBS HOPE VALLEY FARMS HOA EXISTING SID W A L K W TO NS ALL DB 2246 / 109 , j ~ wO10p ,,g~ ~ ; ~ ~ l I ~ ~ ON EX~TING AG SS 1~MP 7127109 BID SET REV
OSSWALK STRIPING .O i; ! O ~ ; ~ ~ ~ • ' A MP5 RE: ZONINGS PDR 3,44 , 1% ~y- BY GO , - F/J-B WATERSHED a ~ ~ 18"PINE ~ ~ 417110 DWQ REVISION ~ ~ /,4 I I I~ ~ /
ANG PT AW~GUT EXISTING CURB A PT MIN R ENTRANCE IGN USES VACANT RESIDENTIAL !1 / ! u S ; ; TYPE TW P05T ~ ' 1
~•,56+84.79 aI REM EXISTING 5~-6 ~ A/B/G/D 5,00 '2~0 r ~ 256.6 :~:~ta:. / uM ~ I ~ ~ TREE. 1
' 1ro-8 ~ r RAMP T NSTALL 2 " ~ 'rl ~ ;i ~ ~ . , ° ~ ~ , 1 PROTEGTI ONE
yy ,r i %i ~ ~ \ NE ADA~fLAMPS RE: ' i 2 15TING WHEELCHAIR i PIPE BOLLARDr " n : r I; '"r" ° ~ ll FENGE RE: / I CONSTRUCTION DRAWINGS
; _ ~ l NEW 4 WIDE , ~ ~ PIP ~ , 5/D 9 (RAMPS TO BE j , Fo T 3 ° PT STA .Oro-z fTYPa j YE L STRIPING 1f t INCLUDED ) ~...?2r5 ° ~ i' ~ I''~ n- r t ~ ~ 3/1?-3
r 55+1x.15 oNSTRUGTION ~ r.-~ ~ - XISTING SID '~IALK ~ ~ UND EXISTING r.; ~ ~ 1 ` ~ ~ ~ / ~ Sheet Title: 4
TYPE as2 NTRANGE: 1/1~-5 " ~ ~ ~ ~ h TEND ASPHALT AND ; ,w - , 1,r ~ ; r ~ G~, r o LIGHT PGLE { ~ ~ ~ ` ~ ~ t ~ I caNSTRU~y1oN ~ ~ ~ ENTRANCE
,,';'START CONCRETE TRAIL ; ,r, OX , ~1 ~ , 1 \ ~ I; ~ G~ r 00 ~ ~ , ~ ~ , ~ ~ ~ , ; , ~ ~ RE: ~ TRAIL -
AT STA 55138.32 ,~K,~ s EFLECTIVE jT ~ PE ~ ,
it ! r d D,., t ~ i' ' . ~ ~ / TG BE ADHE~' ~~b TG ~ t KNOCK gQhlN , ~ I ~ 10 WIDE ASPHALT ~ ~ a n i c -r n n ~ ~ r r, u T ~ ~ ' ~ ~ ~ ~ / ~ S. ROXBORO
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& ERASION CONTROL PLAN 30 0 30 so so
CD-12 SITE & LANDSCAPE PLAN GRADING & EROSI hm Em Ed SECTION 3 d BUFFER IMPACT (IF APPLICABLE) Sheet Number
' TRAIL - SOUTH ROXBORO ROAD SECTION 3 DWQ WETLAND IMPACT (IF APPLICABLE) 2/CD-12 BUMPOUT DETAIL AROUND LIGHT POLE °WQ STREAM BUFFER IMP 1 " = 30' 1 " = 30'
Scale 1" = 30' CD-12

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GR055WALK STRIPING - d STREET ~ _
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. ~ ~ ~ `I RE:4/GD-12a PLAGB 400' IN _ i ~ CURB & GUTTER PE GROSSING WARNING SIGN
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NORTH/SOUTH
CD-12a 30 0 3o so 9o TRAIL SYSTEM
TRAIL -SOUTH ROXBORO ROAD SECTION 3 SIGNAGE AND STRIPING DURHAM NC
~„-3a' Scale 1" = 30'
OWNER:
CITY Of DURHAM
101 CITY HALL PLAZA
DURHAM, NC 27701
ATTN: BETH TIMSON
PARKS & RECREATION DEPT
th Signage and Pavement Marking Requirements 1. All signs, street markers, and pavement markrngs (everything called out on e ph:919-560-4355
Cntena signing and marking sheet) must be installed prior to the issuance of a cerfificafe t. All signage installed shall conform to standards set forth by the latest published edition of the Manual on Uniform fx: 919-560-4021
of occupancy. Traffic Control Devices (MUTCD), the North Carolina Department of Transportation (NCDOT} Standard
Construction Drawings, and City of Durham standards.
2. All signs shall be mounted a minimum of five (5) feet above the ground 2• Signage material shall conform to MUTCD color and reflectivity standards and shall at a minimum be engineering
Wher edestrian movement is grade reflective material, except stop signs. Stop signs shall be constructed of hi-intensity grade material on a 30 (measured from the base of sign to ground) e p inch b 30-inch octa anal sto si n blank. Y 9 P 9
tikelly 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
feet (7-ft) above ground level. Street marker signs shall be mounted over the top of stop signs according to the
3. A!1 suns must conform to the MUTCD Manual on Uniform Traffic Control street marker standards in number 7 below. g ( nd constructed f 14 au e 4. Ground mounted sign posts used to install street signage shall be 12 feet long a o g g
Devices). alvanized steel "U" channel posts or two inch (2-in) galvanized square steel tubing. When used in specific 9
locations and directed by the City of Durham, colored ground mounted sign posts may be required to match 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 steel with a powder coated PEDESTRIAN CROSSING SIGN PEDESTRIAN CROSSING
speCificotionS. finish. All ground mounted sign posts shall have 3/8th inch hales down the center of the post drilled at one inch (1- WARNING SIGN ~ ~ ~ A R 0
in) spacing for the entire length of the post. . / 'i pNOSCgp ~
5. La ut and ctrl in er Cif of Durham Trans ortation Division. 5. Ground mounted sign posts shall be driven to a minimum of 30 inches below ground level. All posts shall be y° p g p y p plumbed and leveled as the post is installed. FLUORESCENT FLUORESCENT =;~o` F9~ ~
6. If decorative (non-standard) items (poles, signs, etc.) are installed, it will be the responsibility of the developer to YELLOW/GREEN YELLOW/GREEN 4 BACKGROUND • ~ "'N ~ 0 " -
6. Any existing striping to be ground off prior to application of proposed striping. fabricate the items, install the items, and enter into an agreement with the City of Durham for the maintenance. • BACKGROUND ~ -
7. All street markers (street name signs} shall be designed and installed as follows: NCDOT STANDARD 7. Pedestrian crosswalk hi h visibility paving marking to be 24" wide x 10' long a. Street markers shah be installed at all street intersections and will include the block number of each street. 3 LB~LT "U" NCDOT STANDARD
9 bars separated with a 24" wide gap. All marking to be highly reflective b. All signage provided and installed shall be constructed from a 0.080 gauge anodized aluminum sign blank and CHANNEL POST CHANNEL POST ~1N HA~`~,,~
thereto lasfic 0.12" thick. conform to standard MUTCD sign sizes.
p ~ c. Street markers shall be designed in a stacked configuration and located in a manner for visibility from all directions of travel. REFLECTIVE YELLOW REFLECTIVE YELLOW
d. Street names shah be dis la ed b usin a minimum of 4" reflective white letters and 2" reflective white numbers STRIPS -BOTH SIDES. p Y Y 9 STRIPS -BOTH SIDES.
for the block numbers and abbreviations (RD, DR, etc.) on a reflective green background. On private streets, a MOUNTEDTO SIGN POSTS 7, wrr-2 MOUNTEOTO SIGN POSTS wrr-z
notation of " rivate street" in 2" black letters on a ellow back round will be added on the ed a of the sin ~ P Y 9 9 9 closest to the rood. Signs must not have borders. AHFAD
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 street marker. The block number shall appear to the bottom right of the street marker. Each item should be wr6-7P Wts-9P Job Number: 0831
spaced to balance the appearance of the street marker. Drawn WLR CP JW JC KB, KH
2 CD-12a f. Street marker material shall conform to MUTCD color and reflectivity standards and shall of a minimum be Checked DAJ EOS TRK SAB, KH
engineering grade reflective material SIGNAGE AND MARKING NOTES g. The letters shall be designed using the Standard Highway Alphabet of FHWA, series B. Date 10!28105 CD RESUBMITTAL
h. Two (2) sign blanks ore required for each street name marker assembly. Each blank shall have a street name on NO SCALE 0 o Revisions 2!15106 BID SET _ 3105!08 ISSUED FOR
both sides. The sign blanks shall be installed in a stacked manner using commercially available aluminum Z = CONSTRUCTION
mounting hardware. Each assembly shall contain one (1) cross mount for flat blade street signs and one (1) Uchannel or square post bracket for flat blade street name signs. Street markers for different streets shall be placed 6115!09 BID SET
at right angles (see City of Durham standard drawings for street marker sign and street marker assembly 7!14109 BID SET
construction). The street marker assembly shall be mounted to the U-channel or square post over the top of the 7127109 BID SET REV 417!10 DWO REVISION
stop signs. If a stop sign is not present, or the stop sign is not at an appropriate location for street markers, street 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. 3 CD-12a 4/CD-12a
Table 1
Street Marker Blank Length SIGN MOUNTING DET~ Street Name -number of letters* Street marker blank length G DETAIL SIGN MOUNTING DETAIL CONSTRUCTION RRAWINGS
NO SCALE 3-7 letters 24-in NO SCALE
8-10 letters 30-in Sheet Title:
1-13 letters 36-in
bove 13 letters 36-in plus 2-in per additional letter TRAIL -
* Number of letters refers to the name of the street, but not the abbreviations needed to label road, drive, avenue, street, etc..
n n_.._.___._i ___.J.•___ _1__11 L_ _1___J tl__ _l.___t_ _J!____1 1_ 1L~ .!1. ...V... ....J...-.. !--..~..~-...1. ~~~:.'....J ROXBORO ST.
o. rovement marKings snap oe piacea or the streets aaJaceni Lo the Wre wrcre rvuurruy ?nNrwcrricriw wo rcywrw yr
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.. SECTION 3
SIGNAGE AND STRIPING
SITE & LANDSCAPE PLAN GRADING & EROSI i & EROSION CONTROL PLAN
DWQ WETLAND IMPACT (IF APPLICABLE) DWQ STREAM BUFFER IMPA A BUFFER IMPACT (IF APPLICABLE) Sheet Number
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; , 4 ~ NOTE: ALL TRAIL CONSTRUCTED IN RIGHT OF WAY ~ . ~ ~ ~
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HQPE VALLEY FARM H/D ASSN ' ~ ~ SEE 1 A D-1 FOR ~ POINT OP GURVAIURE DB 2P46 / 109 ~ 0 < . 1A~D-1 FOR TAIL GRADING ~ . ~ , - ~ ~ ~ ~ "
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ALL RESEEDING OF DISTURBED G NOTE: GIN OP DURHAM SEWER LINES ~ r ; TREATMENT PER ~ EA5EMENTS SHALL BE AGGE551BLE AT ALL \ ~ ~ aax euwE / ~ ~
AREAS IN THIS SECTION IS TO BE - '<:'a %r NGDOT STANDARDS t ~ / j TIMES FOR MAINTENANCE AND REPAIRS ~ ~ ~ ~ ~ ~f~ i
RIPARIAN GRASS MIX. ~ ; ; ~ SPEC. RE: 1/D-10 ! THROUGFI CONTACT WITH THE GENERAL ~ ~ ~ ~ ~ o~~s~~~ ~ ~ ~ 1NV--245. ,v,
10 WIDE ASPHALT ~ ~ „ GoNTRACroR.
TRAIL RE: 1/D-1 ~ ~ \ ~ TOPOGRAPHY ~ ~ ~ iI ~ ~ ~ ~ ~ " ~ ~ ~ NORTHISOUTH
w Cl ~ ~ ; r ~ ' 338 - - - CONTOUR k / t~ i ~ ~ ~ ~ TRAIL SYSTEM
REDLINE - MULCH BED ~ / x 157.5 + 157,5 SPOT ELEVATION (TRAIL G/L) %l / /\~~~~0~'~ ~ i~ / ~ ,A~~'
t n \ ! ! ' WITH SHREDDED ~ ~ i / ~ % { OP SAN ® ~ ~ ~ i ~ / DURHAM NG ~ ~ ~
® ~J , STREAM (TOP K1 .M. ! HARDWOOD MULCH M t ; r 1 . ~ ti ,~~R /
6-P . ~ I ; ; ~ PLOODWAY TREE PROTECTION ~ ~ ~ ~ ~t~~ ~ ~`l ~ ~ ~ ~ i
T J 1 ~ " ~ ! - FP - PLDODPLAIN (PLOODWAY FRINGE) ,f ~1 ` J ; ~ , FENCING RE: ~ / l°~ °e ~ ~
SWITCH FROM CONCRETE • ~ ~ ? j i ~ 50' STREAM BUffER DURHAM STREAM BUFFER
TO ASPHALT TRAIL AT ~ ~ - SIZE VARIES ~ ~ • . ~ / % T REQUIRED ( ) ~ STA 66+00 l ~ 1 I ~ ~ k '
® " k ~ r ~ NOTE: NO PILLING iN PLOODWAY. ALL EXCAVATED MATERIAL ~ / f' ~ \ f I~~ ~ ~ OWNER:
• ~ ~ ~ 1-FP TO BE DISPOSED OF OUTSIDE OP THE PLOODPLAIN, ~ / r, r ~ ~ ~ 10" P i`: / ~l ) ~ ~ ji CITY OF DURHAM
100 LF TYPE I HANDRAIL 1 G° P ~ ; ~ r i ~ z, „ I ~ l 109 CITY HALL PLAZA
_2 ~`r 5 r / ~ RE: 1O/D / , NOTE: WHERE NO PROPOSED GRADING IS SHOWN, w ~ ~ ~ ~ / ~ ) / ! ~ ~ DURHAM, NC 27701
• ` / / r v TRAIL 15 TO BE CONSTRUCTED TO A ~ / ) / ' i~ ~ ATTN: BETH TIMSON Q f/ , I
0719-04-63-4674 M n ~ ~ % FINISHED TOP EL>r1/ATION THAT MATCHES - - ~ c~... ~ ~ ~ ~ I JAGETIT ELEVATION. ~ 4P5 02 OIOB M • ; , ~ Q THE Ex?5T1NG AD ~ APPROX. 9C CONSTRUCTION' l ~ ~ Q it PARKS & RECREATION DEPT
CITY QF DURHAM z ® : ~ ; :.:r.k ~ ~ ~ ~ ~ GD-12 & 13 -(f~PPROX. 90 GY GUT ON 5H)~TS / ! . ~ / ' / ` ~ s~ ENTRANCE PI %q~ ~ ph: 919-56D-4355
DB 2018 / 595 7-PL pWQ WETLAND ~ STREAM EROSION CONTROL ITEMS / ZDNING~ PDR 3:44 ~ ~ ~ ; GD-13 WI GD-12 & 13 AND 80 GY FILL 0~ ~D_q. • t2~ A ~ ,~ti~/ ~ ~ j~ ~ ` fx: 919-560-4021 GD-13 WHERE TRAIL LEAVE ' _
F/J-B WATERSHED ~ : ` > ~ ~ ~ ' l . ~ ' f i , BUFFER IMPACTS PROPOSED ~ ~ ~R; ; ~ , i ; , i SILT PENCE (TEMPORARY) ROXBOI ROXBORO STREET). GUT A5 / ~ ~ i;°'~° ~ E , ;
USES VACANT RESIDENTIAL 10 IDE CONCRETE ~s. `z: ~ • Q i ~ r % WETLAND IMPACr -sF NECESSARY NECESSARY ADJACENT TD NEW ) '1~~ • ~ i ~ ~ t` t~
• TRAIL RE: 5/D-1 a i r , TREE PROTECTION PENCE I SIDEWAI..K TO BRING GRASS CLEARING / ) ~ ~ ~ r i ~ ~ ~l ~ ; ~ ~ ~ i
W GUARDRAIL END ~ : q ' l r , ~ e Q ~ ~ WETLAND TEMPORARY RE:3/D-3 (TEMPORARY) Lj , ` ~ IMPACT R510N AREA LE ARI=A LEVEL WITH SIDEWALK LIMIT / ~ i ~ ~ ~ / ~ ,1 ' ~'y~ ~ ,
.TREATMENT PER NGDOT / i PE B G ! _ rSn -TEMPORARY DIVE EDGE. RED • . ~y;•.. ; ' j` l j STREAM BUFFER DITCH RE.S/D 3 EDGE. RESEED WITH RIPARIAN / ~ 1 i 1 ; l r ~
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TYPE BI 1 ~r~~'~; ' l 1OO LIR ~ ~ I STREAM BUFFER ® (TEMPORARY) -DISPOSE OF -DISP05E OF SILT FENGIN6 RE. ~ ~ / r~~ ~i i~~ ~ ~r
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' : 1 ' SIG ~ ORARY . HED / / RE: 7/D-4 !TEMP ) / s Z~ / / . ~ / / ~f~; ~'~t I~ CA~p'.
' ~ : r""~ FOU 5T ° 4 ~ i REMOVAL OP ALL TEMPORARY EROSION CONTROL MEASURES
' ~ ~ ; j' r RE: ` -8 ANC7 RESEEDING OP TH05E AREAS POR STABILIZATION IS 72' ~ ` / ' ` TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. / / ~lr~ ; . ~ l Q d~' , ~ i J ~ ~ ~1DSCq / / / ~ / ~ : o ~A pF'~. ti :
® ~ / ~ i . i ) / / f " :W 5:
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.v ; h ' , RELOCATE EXISTING ry•o PC STA ~ ; ~ % , aK TREE To BE REMOVED ~ / r ~ ~ I r~ ~ ~ 1 /
GUARDRAIL TO LOCATION h ~ ' sr~e 63+91.88 ~ ; ; ~ TREE/SHRUBS
~ ~ ~ / ' i TIN6 TREES ,,,BEHIND TRAIL I ! AK ~ NOTE THAT EXITH SCALED _
• ; RE~.,.1/D-10 ~ t ~ e, ARE DRAWN W i• ; B 8 HIC ' _ ~ v' l ~ ~ ` R00T PROTECTION ZONE 1 NODE ~O~~ER ~ 1C `~4G~ ; ; / ,
lIFFER ® 4 l ~ ~ ~ zp~ EQUAL TO 1 RADIUS PER ' J 1 ; -,„2,~ TREE TRUNK CALIPER / ® ~ ~ ~ ~ / / /
VEGETATION LINE / ~ / ' ; ~ ~ l l : ~ / /
ADD 5 WIDE GO ~'.G' ; ; I I ~ / / ~ ~ / / N~ Job Number: 0831
WALK TO I _ ~ p~ r
SIDE K REATE 10' r ~ ~ ~ V ~ ~ ~ ~ / qD~Y ~ / / - ~ ~ A ~ l 7 ; ~ ,l ~ ~ ~ / l ~ Drawn WLR CR JW JC KB KH__
IDE CONCRETE SIDEWALK ~ l I ~ ~ ~ I ~ ~ ~ . A ( ~ ~ r' / % , / / ? Checked DAJ EOS TRK SAB KH
TRAIL RE: 5/D-1 • ' WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS ~ - 6.. ~E SILT FENCE R THE A ~ ~ ~ . - \ i £ ~ ~ / ~ ~ % / Date 1~0128I05 CD RESUBMITTAL
` '."~i 0 E PROTECTION FENCE I a t.. . _ / , ~ ~ ~ ~ ~ V ~ ' ~ ~ / ' ~ ~ / / / / Revisions 2115106 BID SET ~ ~ ~ ~ ~ ~ ® ~ f' ~ I ! 11 ~ I / ~ ' ~ ~ l / / ~ 3105108 ISSUED FOR
• . - ~ ~ ~ ~ , ~ ~ / - l/ / i ` ~ ~ / / ) l ~ CONSTRUCTION % / ~ ~ m 4 ~ j. r; ~ ~ ~ j / ~ ~ / /l ~ ~ 6115109 BID SET
s.t l i"'' r! I ~ 4 C s: , r
~ NEW SECTIONS OF GUARD RAIL ARE TO BE PAINTED TO ~ ~ ~ TREA ~1JFFER IMfi~; GT ~ _ ~ • ~ ~ ~ / ~ , ; / 7114109 BiD SET ~ ~ ~ ~ _ _ ~ / ( 7127109 BID SET REV _
; ; MATCH EXISTING GUARD RAILS ,H. ~ ~ ~ ~ - - ~ ~ ~ l l / ~ ~ i / l [l i~ - l ~ - l l / ~ 417110 DWO REVISION
0719 04 9554 , ; , ZONE ;~0 SF; ZO F ~
W---- ,d..., 425 2-OlOA ti~ ~ i
~ CONTRACTOR IS TO INSTALL A TEMPORARY 4 WIDE i s' H6R€ AL FARM H/Q ASSN ~ ; / i
~4~6 109 ASPHALT WALKWAY ON THE OPPOSITE SIDE OF S. / QNING~ PDR ,4~- ~ ! ROXBORO ST. /
- ATERSHED 4" ~ 4~~ C ~ ~ ~ ~ / / ~ ` / ~ % / / / f ~ ~ CONSTRUCTION DRAWINGS
USES VACANT RESIDENTIAL o • r ry ,r` i V ; / r / ~ / ~ / / ~ " ~ / / ~ / / I 1 ~ Sheet Title:
Q I , l/
REMO~' TINE ; ~ ~ % v/'e, / ~ f ~ HE GE .i..~ ~ € ~ 1 TRAIL
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SITE & LANDSCAPE PLAN GRADING & EROSI SECTION 4
CD-13 DWQ WETT.AND IMPACT (IF APPLICABLE) I & EROSION CONTROL PLAN 30 o 30 so so hM ERE
TRAIL - SOUTH ROXBORO ROAD SECTION 4 DWQ STREAM BUFFER IMP 1 "=30' A BUFFER IMPACT (IF APPLICABLE) - Sheet Number
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' ~i ' EXISTING PROPOSED ~ir I l ~ ~ I ~ ~ ~ ~ ~ ~ ~ I I~ ~ NI ~ ~~hJ~~~PA
t ~ ~ - ~ ~ - PROPERTY LINE ~ ~ ~ ~ ~1 ~ I 1 ~ w I l l i
1 1 ~ r 719 04-64-6 3
3 424 01-004B I ' - - - e- EASEMENT LINE I _ _ _ j CITY F DURH M ~ ~ ' ~ _ ~ ~ ~ I ~ I ~ ~ ~ I ~ ~ 111 West Main Street
I 0719 04 54 9516 " ~ ' ~ ° ~ ~ ` DB 013 / 48 ~ srRUGTURE 424-O1-002 t 2'. Yc ~ , ' 0 i ~ . - - A 1 z" Yc . ® ~ ~ ~ ~ II e ' ~ ~ ~ ~ - ~ 1 I ~ I ~ ~ ~ ~ ~ Durham, N.C. 27741
THE OAKS AT HOPE VALLEY ~ , ZD ING~ R-2 ~ ~ ~ 4 -oo- x-x- FENCE 1z" c ~ ~ ~ f- l ~ ~ ~ ~ 1 l z p 999.682.0368
i 12„ ~ J- WATERS EIl ! a e ~ A HOMEOWNERS ASSOCIATION INC p U E~ VACA T v RETAINING WALL \ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ f 919.688.5646
DB 2580 / P04 ~ A ~ j'.< A ZONING; PDR-1.12 ~ ; ~ ~ ~ ! ~ ~ ~ ®10" IR ~ ~ ~ l l ~ ~ ~ I ~ ~ ~ ~ W HnNw.cjtpa.com
F/J-B WATERSHED °I" ° 1 ~ IR ~ PAVING ~ z~ 3-IG I EXISTING PROPOSED ~
USE. VACANT ~ ~ - --1 ~ ~ ~ ~ ~ / ' ~ I I t ~ Il
1 _ _ CURB $ GUTTER
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ASPHALT 51DEWALK ~ ~ ~ ~ ~ ~ ~ ~I ~ 1 ~ 1
l' r ~ ~ ~ f I I ~ ~ 3 ~ ~
3 ~ ~ HEAVY DUTY ASPHALT 51DEWALK ` I ~ ~ ~ ~ ' I ~ 1
I~~- ~ ~ \ ~ ~ ~ o ~ s ~ I ~ 1 1
i ~'IY ~ ~ sTA STATIONING FROM POINT 1 - ~ _ t+aszt OF BE61N141N6 ~ ,1 _ ~ ~ ~
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'1 ~ ~1 , : I Pr ~ POINT OF TANGENCY ~ I 1 ~ ~ ~ ~I ; I ~ ~ I ~
3-IG ~ o ~ ~ UTILITIES ~ m ~ 1 o I~ j I I ~ ~
~ "(1 ~ ~ ~ ~ 1 EXISTING PROPOSED ~ { ~ ~ ~ ; , ,F ~ I ITV PO E (T7 p ~ i
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, 73+41.59 ~ ~ Q ~ ~ E i2E: 3/D-3 I ~ ~ ~ z ~ ~ i I ~ ~ ~ I I ~ \
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• rU, I.K "rI z I ~ ~ ~ ~ ~ . ' ~ ~ ~ , THIRD FORK
PC TA I ~ ~ ~ ` -s~- --so- STORM DRAINAGE PIPING ~ S ~ ' ~ ' ; CULVERT ~ J 1, I 1 ~ CREEK TRAIL
73+19.91 I - - SANITARY SEWER ~
{ 6-IG ~ ~ s'; ( -FO- FIBER OPTIC LINE 7 1 I ; ~ , { :I I 1 ~ ~
`r I i . 1
1-BN I • I NOTE: CITY of DURHAM 5 LINES s I
' ~ ~ AM BUFF R E~ASENIENTS 5HALL 6E AGGESSIBL.E AT ALL a ,~I• I TIMES FOR MAINTENANCE AND REPAIRS ~ v 3 ~ ~ I I ~ i 1 i \ I ~ I I ~ t, , I I I { DURHAM OPEN SPACE AND TRATL4
i ~ I 'j THROUGH CONTACT WITH THE 6~ENERA:L ~ 1
1-5Y CONTRACTOR. ~ 3-IG ~ . I ~ ~ ~ "T1 ~ ~ I 1 1
-r} TOPOGRAPHY I ~ v ~ ! ~ ~ I ~ Ali v ~ ~ it NORTHIS4UTH
$ ~ 3 g N 1 - ,e 3` - ~ 1-BN 1 ~ CONTOUR '
• ' I ~ c: ~ ~ x 15'7.5 + 5 OT ELEVATION TRAIL G 157. 5P ( /L) ~ , ' , \ ® ~ ~ ~ ~ z ~ I~`~ ~ 'si ~ ~ I 1 ~ ~ v TRAlL SYSTEM ~ ~ ~ I ~ ~I ~ ~ ~ vv ~ ~ 1v DURHAM NC
I STREAM {TOP OF BANK) ~
~ i I ~ ~
~ to ®1 " BI 0 F,„, FLOODWAY ALL RESEEDING OF DISTURBED ~wl , 1 ® ~ ~ ~ ~ ~ I ~ ~ \ ~V 1 ,
AREAS IN THIS SECTION IS TO BE , ry;4 _ _ IN ooDWAY FRINGE ® ~ FP FLOODPLA (FL ) g 10"N K~~ ~ ~ ~ ~ I I' ~ ~ ~ 1
RIPARIAN GRASS MIX. 10» H ~ 4+~ so' STREAM BUFFER DURHAM STREAM BUFFER ~ t bl
REQUIRED (SIZE VARIES) ~I • I ~ ~ , • E ~ ~ ~I^ ~ Ri I 1 I
• H . NOTE; ND FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL •
' z TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ~ ~ I 1 ~ ~ ~ ~ { I I OWNER: ~ ~ I ; I ~ E ~ \ ~ CITY OF DURHAM
i.. ! o.. l(1 } ~ ~ ~ ~ ~ I 'I 1 101 CITY HALL PLAZA
° ~ ? ~1 NOTE: WHERE NO PROPOSED GRADING IS SHOWN, \ DURHAM, NC 21701 ~ + _ i ~ ~ I ~ . ~
. a ~ ' ~ TRAIL IS TO BE CONSTRUCTED TO A • c+v 3-IV G ~ OP ELEVATION THAT MATCHES i ~ / ~ ~ ~ ~ ~ ~ ~ I ~ I ~ ~ ~ I ATTN: BETH TIMSON E
r l I i;~ FINISHED T ~ ~ I ~ THE EXISTING ADJACENT ELEVATION. WARNING SIGN ~ ~ ~ , <; ~ ~ ~ ~ ~ , ~ ~ ~ y I ~ ~ PARKS h: 919-560.4 0~ DEPT
RE: 1 - ~ -rl ~t o G ~~i ro r ~ I ~ \ p
>I ATI N OF P OPOSED EVERGRE LOC M ITEMS ~ ro DWQ WETLAND ~ STREA ERO510N CONTROL ~ ~ ~ ~ ~ 1 ~ '.I I ~ ~ ~ fx: 919-560-4021
I ~ S RUBS 0 THIS SHEET IS BUFFER IMPACTS PROP05ED / 3-IY ' C~ SC MATIC. EW SHRUBS ARE SILT FENCE (TEMPORARY) / I ~ ~ ~ I vl ~I~ I~ ~ ` ~
~ I ~ WETLAND IMPACT ~SF / m INTE DED TO ILL IN VEGETATIVE RE:2/D-3 • 10 WIDE ASPHALT ' ®,o° I I ~ ~ ~ i
10 rn TREE PROTi=GTION FENCE / TRAIL RE: 1/D-1 ~ ~ GAPS EXACT LOCATION IS TO BE WETLAND TEMPORARY RE; -3 TEMPORARY) /
' I ; ~ 1 DETE MINED B CONTRACTOR AND ° ° ° ° ° ~D ( PT STA o,~ • 3-IV , ~ IMPACT _ Tsn _ TEMPORARY DIVERSION / i~ i { ~ ~
71 +64.31 ;v ~ ~ ; ! LAN SCAPE A CHITECT TOGETHER STREAM BUFFER DITCH RE: 5/D-3 /
~--N BEFORE INSTALLATION. ZONE1 IMPACT gU; ROCK PIPE INLET / ~ STREAM BUFFER °p0 PROTECTION RE: 9/D-3 I z 1 r~ P , 1 ~ ti
' 12" P I ~ PC STA l ° . d ' ' ZONE 2 IMPACT SEDIMENT TRAP RE:9/D-4
F I ® r • 71 +39.77 STREAM BUFFER (TEMPORARY) ® 0.0 ~ ~ I i, ~ ~ ~ ~ 10" ~uM ~ ~ I I ~ ~ I ~ I
10" GUM ~ TEMPORARY IMPACT ~ ® ® ROCK GHEGK DAM I ~ ~ I ~ I
' I~ R ~ RE:7/D-4 (TEMPORARY) ~ ~ I ~ r i , x e~ u I 0~~~~i ~~~~~4
9 ~ 1 30' BOARDWALK I `a REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASl1RE5 I ~ A R
0719- 4-63-6741 AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 ` TREE PROTE( SECTION 50 -02-011 TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. I FENCING RE: 3, 1REE PROTECTION ~ ~ I ~ ~ I! ~ I cos"~'•~~i% .NGING RE: 31-D-3 o r~ ~ ~ I ~ I : o : ~a ApF ~;ti
REF: 6/D-b.l o 5-MG I o - r , ~ DB 794/823 ~ o~---+ I + ~ 1' ~ I q ~ ~ I : ~ r~° 9~:
+ _ ! HOPE V LLEY FARM HOA pWQ 50' STREAM BUFFER VEGETATION ~ ~ << ~ ( ~ 2
F J- WATERSHED ~ r / NE 1 30-FT aE ZONE 2 20-FT) EXISTING PROPOSED ®10 .cuM ~ US :VACANT ~ ~ ~ ~ ~ ~ ®10~ .GUM I < I ( ~x~ ~tx: i ~0. ~ I '
. ~I L° ~ ~ ~ < TREE To BE REMOVED (2) BOLLARD 41D-2 ' r' „ aK ~ j i I I ~ ~ I . ~ { I I P I ~ ~ ~ i ~ ~ ~
WITH PAINT DIAMO `D ~ ' r srR£~,y TRE~SHRUBS ~ r ~
r g 6° AK ~ NOTE THAT EXISTING TREES ~ - ~ ARE DRAWN WITH SCALED ~ I i ~ 1 ~~~''~F~INHP~Po°~~•
3 } ` ROOT PROTECTION ZONE ~
~ =y ~ EQUAL TO 1 RADIUS PER 1 i TEMPORA'f 2 I TREE TRUNK CALIPER / TEMPORAY BYPA55 ~ ~ , ` z 0 I f ~ ( ~ ~ ~ I ~ -n I ,
' ~ 3-IY ~ f ~ ~ iv lu ~ ~ _ ~~+vR HUfF;:R VEGETATION LINE s 010" AP ~ NTS ^~7~Nf2_„.~ \ 6 _ I y I ~ ' y
,i Q O ~ ~ ~ ~ Q ~ ~ ~ _ ~ O ~ Job Number: 0831
1 ~ p A ~ 3 ~ I ~ \ WARNING SIGN H D ~ m 3 7c I I I ' M-~ I
RE: 1/D- - r, ; ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~ I ®10" AP -n z ; ~ ~ ; ~ 1 ~ ®10" AP ~ ~ ;I ~ ( ~ Drawn WLR CP JW JC,KB, KH
• Q ~ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY 1 I ~ ~ ~ I I Checked DAJ EOS TRK SAB Iqi
i ~ D ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN -jj i~.. ~ ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED ~ ' ~ ~ ~ ~ ~ fi~~a ~ i ~ ~ ~ ~ ~ ~ ~ I D2te 10128!05 CD RESUBMITTAL ? I ~ x:. I ~ ~ ~
10' WIDE ASPHALT ' " r ~ \ ~ ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE Revisions 2115/06 BID SET ~ ~ ~ ~ Z I I ~ -n ~ J ~ ~ 3105108 ISSUED FOR
TRAIL RE: 1/D-1 s ~ .i'. ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND \ ~ ~ ~ ~ ~ ~ ~ J z , I ~ ~ ~ I CONSTRUCTION
~ z rn DURHAM PARKS AND RECREATION. \ ~ ~ I i J~ r -~`t ~ ~ \ 1 r 6115109 BID SET i
f \ PT STA ~ t \ 3-IY , `s ~ I 7114109 BID SET ~ ~ ~1 ` ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ( ~ / ~ 7127/09 BID SET REV
70+04.63 ~ j ; ~ , \ ~ ~ s ~ ~ ~ / 4f1110 DWQ REVISION
0719-04-53-9554 ~ - WHERE NOT INDICATED LIMIT OF CONSTRUCTION WORK IS TM 425-02-010A s 3-IY \
N.O ' SILT FENCE OR TREE PROTECTION FENCE \ DS 3221 468 ~ ,
HOPE VALLEY FA MS HOA INC ~ \ F/J-B WATERSHED PC STA ~ \
ZONE: PDR-3.44 ~ ~ ~ . I ~ t ~ ~ ~
USE: VACANT 69+79.85 3-IG ; , ~ SEE 1A D- OR / 1 F 1A~D-1 FOR RAIL GRADING ~ r, ~ ~ i ~ ~ ~ I f V ~ ~ ~~t 1 ~ i CONSTRUCTION DRAWINGS
~ I, } ; ~ ~
719-04-63-4 74 l 425-02-01 B ~ < I ~ ~ ~ I , ~ ~ ~ ~ Sheet Title:
DB 2018 595 ~1 Z ~
CITY OF URH M ~ n { ` ~ ' ~ ~ ~ I ~ , ~ ~ ~ ~ ' ~ TRAIL i ~TCxtarE a~ ~ ~ I ' I ~ } ~ r
MATCHLINE 3 F J-B WATERS ED ~ ~ PDR-3. 4 ~ ~ ~ 6~ ~ I I ~ ! I I ~ I I.i I ~ I~ ~ ~ , I ! S~_ ROXBORQ_ST.
I,., ..1... 3
~I USE: VACANfI I I 3 i ~ I I3 2 I '
SECTION
CD-14 SITE & LANDSCAPE PLAN o GRADING & EROSI & EROSION CONTROL PLAN 30 0 30 60 90
' TRAIL - SOUTH ROXBORO ROAD - WOODBRIDGE SECTION DWQ WETLhND IMPACT (IF APPLICABLE) ~ DWQ STREAM BUFFER IMP 1 " = 30' 9 BUFFER IMPACT (IF APPLICABLE) Sheet Number
Scale 1 ° = 30' "D-14

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0719-04-54-9516 SEE 1A/D-1 f i rl . 424-01-002 SEE 1A~D-1 FOR TRAIL GRADING \ ~ ~ ~ . { ~ o a TM
THE OAKS AT HOPE VALLEY 1 ~ ~ ~ r ~
• r .HOMEOWNERS ASSOCIATIDN INC i - 3 DB 2580 / 204 3
' ~ I ~ ZONING; PDR-3,44 f i ~ ~ z o { { ~ ~
- 0 F/J-B RSH D I \ r ,~1 ~
i EXIST 14 SY~ETGUM WATE E TREE TO I~MAIN ~ - USES VACANT } ~ / ~ ~ ~ / z ~~VV~~~
gS ~ LEGEND ~ -
. ~ ' ~ RTY RELATED ITEMS- 1 U ? ` ~ ~ z ~ ` / ~ ' ~ € \ Q ll ~hJ~~~PA
1 ' u1 ` PROPE i ' o ~ ~ ~ • EXISTING PROPOSED
a . ~ ~ - - PROPERTY LINE I l 1 I\ ~ a . ~ ` o i rv ` ~
• ~ I LOCATION OF PROPOSED EVERGREEN _ _ _ e_ TINE
SHRUBS ON THIS SHEET IS EASEMEN L '~0 ? 111 West Main Street
SCHEMATIC. NEW SHRUBS ARE 0 y~G~RE . % Z ~ ~ W Durham, N.C. 27701 I \ w
. ; ' INTENDED TO FILL IN VEGETATIVE EXIST 10" MAPLE -oo- x=x= FENCE N O D z p 919.682.0368 ~
j GAPS. EXACT LOCATION IS TO BE REMAIN ETERMINED BY CONTRACTOR AND G~ RETAINING wALL D ~ ~ c~ f 919.688.5646 ~ D iZ N ` / \ z
~ LANDSCAPE ARCHITECT TOGETHER ~ " ~ t W www.cjtpa.com .o„ F a ~
i i ' BEFORE INSTALLATION. PAVING 9 ~ ~ ~i
~0" P I EXISTING PROPOSED I END HEA gUTY
' 0719-04-54-9516 i` 424-O1-002 ~ i+ ASPHALT P VING _ ~ GuRB ~ GUTTER € i~ l
THE OAKS 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 a:.: ; GoNGRETE SIDEWALK { TREE PROTECTION ~ I
ZONINGt PDR-1.12 80+21.04 RIPARIAN GRASS MIX. . - TERSHED ASPHALT SIDEWALK F/J B WA i=ENGINE RE. 3/_p-3 ~ / I
USE. VACANT
6-MG HEAW DUTY ASPHALT SIDEWALK • \ 1
/ , ~ II / •
sra STATIONIN FROM POINT 1+43,21 OF BEGINI~N6
P~ POIN7 OF CURVATURE 1, ~ .
" ' ~ POINT OF TAN6ENGY f f
PT STA UTILITIES 79+74.96 • / Y;~ ~ I
EXISTING PROPOSED f
( UTILITY POLE T STA i / ~ Project: I/
• ® ~ GATGH BASIN 9+63.64
. RAISED MANHOLE ss 11 I \ / ~ ~ ~ THIRD FC1RK
~ WAGE PIPING . -s~- r-so-- STORM DRA ,1
ex av Ii . / 25o CREEK TRAIL
d ~ CULVERT iV .N
• ~ - - SANITARY SEWER _
• z PC S A -FO FIBER OPTIC LINE h / ~ i
79+18.97 NOTE: CITY of DURHAM SEWER LINES e ~ i / ( ~ ~
TS SHALL BE ACCESSIBLE AT ALL. . EASEMEN . ~ TIMES FOR MAINTENANCE AND REPAIRS / ~ ;'S'i`, ~ s ~ \ DURHAId OPRN SPACE AND TRAII3
THROUGH CONTACT WITH THE 6ENERAL ~Y~ ~ CONTRACTOR.
0719-0 -64-6573 ' i
• 424 O1-004B TOPOGRAPHY / ~ I ; NORTHIS~UTH
TY OF DURHAM 33S 338 - st_ R B 2013 / 486 GoNTOu . ~ TRAIL SYSTEM
NING~ R-20 X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) ~ ~ ~ I ~
F/J-B WATERSHED • STREAM (TOP OF BANK) USES VACANT . ~ ~ DURHAM NC
• F~~r FLOODWAY / I ~
BE IN HEAVY DUTY m 1t3" • P _ _ GE FP FLOODPLAIN (FLOODWAY FRIN )
ASPHALT PAYING _ 5H' S7REAN Hl~FER DURHAM STREAM BUFFER :3ro-1 (222 LF) REQUIRED SIZE VARIES)
> ( ~
4-BN t- NOTE: No FILLING IN FLOODWAY, ALL EXCAVATED MATERIAL '~~H.~::>~ ! ~ ~ \ OWNER:
• ~ THE FLOODPLAIN. _ ~ , TO BE DISPOSED OF OUTSIDE OF -i p ~ I ~ ~ CITY OF DURHAM
r 0 3 I I ~ ~ \ \ 101 CITY HALL PLAZA
~ - NOTE: WHERE NO PROPOSED GRADING 15 SHOWN, ~ ~ . ~ -,.r•:. ~ TRAIL IS TO BE CONSTRUCTED TO A / rn ! ~ ~ ~ ~ I DURHAM, NC 27701
. ~ :Y 0 ~ FINISHED TOP ELEVATION THAT MATCHES ATTN: BETH TIMSON
• x} ~ THE EXISTING ADJACENT ELEVATION. ~ PARKS & RECREATION DEPT
r ~ ~ ~ 0 ~ ~ ~ ~ \ 'm°- ph: 91960-4355. o ~ j ( \ fx: 919-560-4021
3-PY ~ pWQ WETLAND ~ 5TREAM EROSION CONTROL ITEMS + ~ ' ~ ~
BUFFER IMPACTS PROPOSED ' + SILT FENCE (TEMPORARY)
WETLAND IMPACT -5F ~p_3 t ~ ~ 9 6 PO ~ \
~p SI'/N TREE PROTECTION FENCE ~ ~ ~ ~ ~ pU ~ 18" PU ~ p ~ Q WETLAND TEMPORARY RE:3/D-3 (TEMPORARY) / \ ~ ~ ~ ~
~ , s IMPACT TEMPORARY DIVERSION ~ ~ i \
a: FFER DITCH RE:5/D-3 Nr I STREAM I~1
~ ~ ZONE 1 IMPACT ~ 3-MG ~ `boo 8 ROCK PIPE INLET - / f ~
,g; r~ ~ . STREAM BUFFER PROTECTION RE. 1/D 3 I ~ F s°` ~*°~°~~~*d ZONE 2 IMPACT SEDIMENT TRAP RE, 9/D-4
a ~ STREAM BUFFER (TEMPORARY) / ) ~ ~ ~ /
a ~ TEMPORARY IMPACT GUM o LL r ~ ~ ROCK GHEGK DAM
3 RE. 7/D-4 (TEMPORARY) • --1 ~ G ) ~ ~ i 0 ~ p~ - o, _
' C~ 0$" REMOVAL OF ,4LL TEMPORARY EROSION CONTROL MEASURES / ~ ~ ~ ~ ~ ) ~ ~ ~ o``'ff, C A R
{ / ~ + ~ ~s:r. ~ y ` AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 ~ ~ ~ ~ ~ : o .ova ~F': 2
w ! ~ ~ ~ ~ rx, TD BE COMPLETED PER APPROVED EROSION CONTROL PLANS. N Q t o> ~
~ : . N W ' 0 ~ DWQ 50 STREAM BUFFER VEGETATION „ N 0 ~ XISTING PROPOSED ~ ~ ~ ° ~ ~ ~ ~ I ! ~rN1~ _ \ ? x ~ 1050 ~ X
;v N I ~ ~ 1' b ZONE 1(30-FT) +E ZONE 2 (20-FT) E ~ \
CLEAR TO EgGE OF I a f ~~1~ ' 2 m1.~ ` ~ ~ , aK TREE TO BE REMOVED GREENWAY EASEMENT ~ I ~ sr ) ~ /C1 \ ~ ICI
I ti a REAM ~ TREE/SHRUBS
o ~ ~ ~ NOTE THAT EXISTING TREES + s ~ 3-IY ~ ~ \y ~ aK ~ ~ RRE DRAWN WITH SCALED fi . << I ~ ~ ~ ~ ~ ~ ~ r, v~ /f~
~ ~`•1 \ ROOT PROTECTION ZONE I , n< z ~ EQUAL TO 1 RADIUS PER 1
i ~ ~ TREE 1RUNK CALIPER . 4 ~
® ~ ~zt~N r VEGETATION LINE 1 ~ ~ ~ _
` 07 9-04-64- 573 NTS ~ _ " ~ 4-O1-004 ~ / ) ~ ` ~ ~ z \ ~ / ~ ~ \ I ~ ~ ` ~ ~ M~ Job Number: 0831
` ti 0719-04-63- 74 ~ CIT OF DUR M ,f _ M~ / ~ N
~ DB 013 / 48 I ~ 505 02-O1 NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ' ~ ' DB 179418 3 ~ ~ ~ i ~ ~ -c ~ ~ I ~ ~ Drawn WLR CP JW JC KB KH
I ZO NG~ R-20 FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY / 3-MG F/J-B TERSHE H PE VALLEY ARM HOA ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ ~ ~ ~~y ~ f ~ ~ ~ , i ~ Checked DAJ EOS TRK SAB KH
~ USE. ACANT J-B WATE S D , ~ ~ ~ ~ I ! ~ ~ " ~ ® Date 10/28105 CD RESUBMITTAL ~ ~ ~ ~ ~ ~ fTl~ ~ ' ~ 2115106 BID SET / ~ ~ ~ ~ \ \ ' ~ 1) ~ Revisions
I USE: VAC T ~ ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ? " IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~ l 3105(08 ISSUED FOR
3-IY ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CONSTRUCTION
PT STA ; ~ ~ DURHAM PARKS AND RECREATION. • 76.26.30 / ~ ? ~ N d ~ 6115109 BID SET ~ ~ ~ ~ ' : ~ ~ ~ ~ ~ 1 ~ ~ ~ 7114109 BID SET
~.V I ~ , r ~ ~ ~ ~ I ~ Z { ~ / 7127109 BID SET REV
. PC STA ~M ~ ~ ~ ~ I ' ~ ~ N [ ~ ~ ~ ° ~ ~ ~ ~ ,y ~ ~ ~ 1 417!10 DWQ REVISION
76+15.91 ~I~~ , WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS ~ ' _ / ~ Z ~ ~ ry ~ I p ~ ~ ~ I'
` " ~ ILT FENCE OR TREE PROTECTION FENCE S i / i `j + ~ o D ~ ~ ~ ' / ~ i
~ Ti 3 - ° S'~ )TAR SEWER ' ~ ~ / ~ / THE PROTi~GTION , ' ~ I ~ £ ; ~ ~ ~ ~ ~ ~ , ~ / ~ ~ ' ' ) ~ CONSTRUCTION DRAWINGS ~ ~ EENGI G RE. ~/-D-3 10" B GJM~' m ~ ~ ~ ~ ~ ~ ~
~ ~ ~ FE ' I ' ;EASE T I - ~ Z
~ /
~ l I ~ ~ ~ ~ ~ ~ ~ , l- ~ ~ ~ ~ ~ A ~ Sheet Titie: 1 ~
~ ~ 10 WIgE ASPHALT o ~ ~ ~ I; ~ ~ ~ % I ~ ~ ~ 1 ~ ~ _ ' ~ ~ ~ TRAIL -
TRAiL RE: fro-1 a ~ 1s
' , p ~ ~ ~ ~ ~ 1 ~ ~ ~ I ~ ~ E € i ~ ! f ~ ~ WILLOWBRIDGE
b a / n / tran~wntt ~nrn v I I 1 ~ I I e ~ t ~~~ew~w~~ ~
1~ rj g e ? Z% 1`lUN I
11ATCHLIlfE K ! / I i
I & EROSION CONTROL PLAN 30 0 30 60 90
CD-15 SITE & LANDSCAPE PLAN ~T GRADING & EROSI
' TRAIL - WILLOWBRIDGE SECTION Z DWQ WETLAND IMPACT (IF APPLICABLE) DWQ STREAM BUFFER ILP 1"=30' M BUFFER IMPACT (IF APPIdCABLE) _ Sheet Number
Scale 1" = 30' CD-15

~i
i
~
DELINEATE D i
TCHLIldE M WETLAND AREA ~ MATCHLtNE M ~ ~ y p ~
4fi8 SF - .01 AC ' '~I 16' FLAT BOARDWALK ti~ ~ti~ ~ ~ ~ ~ p~ ~ W
NO IMPACT ° ~ ~ 0~ , ~ ~ ~ ~
- j' (2) BOLLARD 4/D 2
WITH PAINTED PT STA ' ~ ~ ~ I ~,2~2-- ~ ~
r DIAMOND 87+72.71 ° ~ 51 LT ~ EENGE~`R~: ~2/D-3 " ~ t W
~ I ~ ~ ~ ; ~ f1 ~n
j ~ % i o ~ C "F y'` 1 LOCATION OF PROPOSED EVERGREEN PC STA ~ I ~ ~ \ _ 1 ~ ~r~ ~ ~
/ rr 1 ~V ~ € ~~Jl r.~ r 5J HRUBS 0 T I S ET IS t ~ ~ ~ ` S N H S HE 87+61.89 ~ ~ ~
SCHEMATIC. NEW SHRUBS ARE ~ ~ i / ~ - ' 12 YC ~ ~ J ~ ~ ~ ~i ~ ~ t.~ ~ Z ~ ~
ii INTENDED TO FILL IN VEGETATIVE ° 10" Y ,1 ~ 1' ~ ~ ~ ~ !k~ ~ ~ ~ ~ ' , 0 10" y 1 Q ~~hJ ~~~1!
GAPS. EXACT LOCATION IS TO BE ~ ,
~ t ~ DETERMINED BY CONTRACTOR AND j 1 , LANDSCAPE ARCHTECT TOGETHER ~ ; r` LEGBND / 1 L
BEFORE INSTALLATION. - ~ k ~ ( PROPERTY RELATED ITEMS ' { I
f ~ EXISTING PROP05ED ~ / TREE I'ROTEGTION ~ ~ I ~ ~ ~ < ~~l~.I~~NJPA
I ALL RESEEDING OF DISTURBED I ~ - r PROPERTY LINE I i=ENGE RE: 3/D-3 V ,t;Pa w I 1 a _ o
% : - i AREAS IN THIS SECTION IS TO BE ~ ~ ° 1 P ~ ~ ~ _ _ _ e- \ / , ~ ~
RIPARIAN GRASS MIX. w I ~ EASEMENT LINE O s ~ ~ ~ o ` ~ 111 West Main Street ~ / / ~ ~ ; ~ F' ~ ~ ~ ~ ~ l a
~ 0 STRUCTURE ~tn - ~ , r ~ 1 1 W Durham, N.C. 27701
''i iw _ ` -o-o- =X-=X= FENCE i A ~ ~ro ~ ~ ~ " P ' I~ z p 919.682.0368
~;I ~ ~ ~ INC IGN ~ E ~ RETAINING WALL ~ ~ ~ A ~ < ~ f i ; ~ f ~ ~ f 919.688.5fi46
t ~ fro-~ ~ ~ ~ , ~ ~ ~ ~ I ~ ~ ~ I ~ W www.cjtpa.com
r r AvING t` P a f r` I 1 1 ~ ~ ) 1
~ ' ~ i ; . EXISTING PROP05ED
t 'l, t ~ ~ 10" SYC ~ CURB ff GUTTER ~ ~ ~ ~ ~ ~ ~ ~ ~ 10" SYC ~ ~ ~
~ z i T I TI G MEN EX S N mGE OF PAVE ~ ~ , •
WOODBRIDGE 1 I ~ ~ /
0719-02-65-7360 ~ f ~ ; CONCRETE 51DEWALK PARKING LOT 484A-O1-005D ~ ~ x ~ ~ I~ I ~
SEW WOODBRIDGE III HOME ' ~ : ~ ASPHALT 51DEWALK ~ 256.9 ~ '~l 1~ f ~ ~
OWNERS ASSOCIATION INC l t EM ~ ';Y,,' _ _ ~ f
F/J-B WATERSHED ; :•::r•:::::•::•:: ~ t VY DUTY ASPHALT 51DEWALK DB 1144 / 871 ~ ;
ZONINGS PDR-4 ' ~ ,t ° 10 BIR P a-" ~ ~ ~ l ,l ! ~ ~ ~ al ~ o1a BIR ~ ~ I 3
USES VACANT = ' i srn STATIONING FROM POINT ~,r~ ~ 1 t+a3.at OF BEGINNING I
~r~ f~ 1 ~ t r b ~...p r y` ~ POINT OF CURVATURE I / ~ 1' r ~ ~ ~ t f 1 ~ I ~
i4 ~ POINT OF TANGENCY ~
r ~ \ : , ° 10' IR I UTILITIES ~ ~ 1 rJ~ t 1 ~ 10' BIR . ~ ~ ~ j ~ ~ ~ ~
? ~ EXI5TIN6 PROP05ED 1 f ~ ~ ~ I ' ~ ~ ~ ~ 1` z~ ~ ~ ~ ; ~ ~
XJ ~ ~ UTILITY POLE I 3-P. fi I / 1 l ~ ' ~ 1 ~ Pro9ect:
` ; ® ? GATGH BA51N ° 1 IR ? I i
r WARNING SIGN ~ ~ ~ f ss RAISED MANHOLE I r t ~ 25~ - ~ ~l t~ 01 BIR ~1 ~ ~ ` I
RE: 1iD- ' t ~ r= I THIRD FORK
- -so- .~so- STORM DRAINAGE PIPING /f ~ , _ _ ~ ~ f ~ ; ~ ' ~ CREEK TRAIL ~/i i. ~ 1 ~ 1 ~ ~ ~
' © CULVERT ~ r ~ ~
~ t ' ANITARY SEWER t 1 i f ? y 1 1 ~ r ,
~ r ° -FO- FIBER OPTIC LINE ~ j ~ IR ~ ~ 3 ~ ~ / ~ , - - ~ ~ ~ ~ ~ BIR / t ~ ~ r ~
I r i' NOTE: CITY OF DURHAM 51=h+fR LINES +E ~ ~ r' { ` EASEMEN75 SNALL $E AGGE551BLE AT ALL ~ ~ ~ ~ ~ ~ ~ f r
LB ,r ~ TIMES FOR MAINTENANCE AND REPAIRS ~ ~54 ~ ~ ~ I ~ l ~ ~ i ~ ~ ~ A ~ - - ~ ~ ~ ~ ~ / ~ . / l / ~ Duaaax Oe~r Srncr arm Tams
r'' ~ THROUGH CONTACT WITH THE GENERAL 1 t ° 4., R t t Y CONTRACTOR.
' i' ' f ~ ~ ~ X52 ~ ~ ~ ~ r'S f ~ / / , ; / /
i ~ ~,'f TOPOGRAPi~Y 3-PL •.,W ~ _ ~ , t~ ~ ~ NORTHISOUTH
~ ~ ~ , ~ 338 PT STA , , ~ GoNTOUR ~ ~ ~ ~ BAR ~ ~ ~ ~ TRAIL SYSTEM
84+78.42 , < ~ 1 ° ~r:, f ~ r. t x ~ 2'-'~" X 1~7•S + 157.5 SPOT ELEVATION (TRAIL G/lJ ~ i i /
? ~ i f _ ~ ~ ~ STREAM (TOP OF BANK) ~ a ~ 23 _ DURHAM NC . r f
PC STA ~ r + . ~ ,r;~`
84+62.04 t ' fl ~ r,, FLaoDWAY ' ~ J
' _ FF FLOODPLAIN (FLOODWAY FRINGE} - ~n ~ y0, r 1 ~ ~ 0719- 8-75-353 ~ x/ r
.N LF FLAT ry ~ ~ ~ 06-O1-007 50' STREMt BUFFER ~ w f DURHAM STREAM ~JFFER
BOARDWALK RE: N fi ,t ? HOP ALLEY FAi~hh H'~` R.EGHJfRm (51ZE VARIES) A ~ ~ ~ l
7/D-6.1 3-PL B 2356 / 949 t` - 1+ t t ~ /.1 B WATERSHED NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL 8 ff ,
~ ! 1 " R nr~ ZONINGS PDR-4 r.. r,?~ TO BE DI5P05m OF OUTSIDE OF THE FLOODPLAIN. " SANIT ~ ~ ~ ~ 1 I i~ 11" BIR / ~ 1 OWNER: ARy SF ~ / r ~ j' ~ ~ CITY OF DURHAM
_2 ( t c,1 • USES VACANT (2~ BOLLARD 4/D F ~ , ~w , ~.y 49.0 WfR ~ ~ 101 CITY HALL PLAZA
WITH PAINTED DIAMO 3-IG 2 GL RI C9STRE NOTE: WHERE NO PROPOSED GRADING 15 SHOWN, a > ~ / I ~ DURHAM, NC 27701
" RE I GESS TRAIL 19 TO BE CANSTRUGTi:D TO A ~ ~ FINISHED TOP ELEVATION THAT MATCHES ~ I a~ I ~ ATTN: BETH TIMSON
r ~ PLAN NGS TO E OVIDED THE EXISTING ADJACENT ELEVATION. ~ 1 ~ * ~ ~ ~ / ~ ~ ~ PARKS & RECREATION DEPT
~ t AFTER M REPAIR `M`-~ 1-.1V ' ~-~,,a WORK IS GOMPL>rTED. FOR pyyQ ~TLAND ~ STREAM EROSION CONTROL ITEMS ~ ph:919-560-4355 : ~ 1 / SILT EENGE RE: ,
6-V ~ ' ~ _ STREAM REPAIR SEE DETAIL f ~ 1 ~ ~ , fx: 919-560.4021
At BUFFER IMPACTS PROPOSED x (TE ~ :~.F r ~ ~ ~ 3/D-4 SILT FENCE MPORARY)
END HEAVY DUTY ~ WETLAND IMPACT -SF RE:2/D_3 ~ 17 ~ '
.ASPHALT PAVING ~ ~ `:'ter-f,1"1G t " ° TREE PROTECTION FENCE ~ : - t o ~ , G~ -o---a- ' ~ r : cx WETLAND TEMPORARY ~ ~ i 1 ~ ~Qg-, o o II ~ o RE:3ro-3 (TEMPORARY)
~ S 3~IY t t ~~1~ ~ IMPACT _ TEMPORARY DIVERSION t
° STREAM BUFFER Tsn -DITCH RE:5/D-3
° ~ ZONE1 IMPACT ~ ROCK PIPE INLET 1 ASH r ~ ~ g 791 $aaa 1 " ASH ~ ~ ` ~ ~M 250
' 0 ~ a ~ r 4 A STREAM BUFFER PROT1rGTI0N RE:1ro-3 f 7 f 19• ;dP*4ab*4# 2 IMPACT - r ZONE SEDIMENT TRAP RE:9ro 4 TREE ('ROTEGTIDN ~
® RY d ~ i ~ t STREAM BUFFER (TEMPORA ) ~ ~ TREE Ri~OTEGTION
3-IVt t TEMPORARY IMPACT BEGIN 40 LF HEAVY , , r ~ ® ROCK GHEGK DAM
DUTY ASPHALT ~t i a 'oe RE. 7ro-4 (TEMPORARY) - i f °°"1 f
PAVING RE: 3/D-1 `r t PORARY EROSION CONTROL MEASURES t ~Q, REMOVAL OF ALL TEM
P ! 1 16 OF THOSE AREAS FOR STABILIZATION 15 j ; ° 18' PO ~ ' ~e0 AND RESEm N
WARNING SIGN f r '®s ~N,~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. I { RE: 'VD- ! % f t' ~
~ ' DWQ 50' STREAM BUEI=ER VEGETATION ~ t ~ : X ~ 050 s; X c
' f r ~ M a ZONE 1(30-FT} +E ZONE 2 (20-FT) EXISTING PROPOSED \ j ~ ~
0719-04-54-9516 t ~ € o o . ~ ~ ~ ~ pp ~
424-01-008 „ i ~ ~ _ ~ TREE TO BE REMOVED t 0719 - - ° aK 1 o S Gu~l ° CMG 0 4 9516 ~r~~pt, THE OAKS AT HOPE VALLEY J ~ 4P4-0 002 TREE/SHRUBS 10" S GUM ° P ~~4~N~~
HOMEOWNERS ASSOCIATION INC ~ o ~ i ~ ~ ` " •6 aK - ~ NoTE THAT EXISTING TREES . a ~ THE OAK AT H PE VALL Y ~ ARE DRAWN WITH ScALm
DB 2580 / 804 3-IY~ HOMEOWN RS ASS CIATIDN C ROOT PROTECTION ZONE u 1
ZONING PDR-1,12 ~ t, ! ~ ~ EQUAL TO 1' RADIUS PER 1 ~ , B 8580 / 04 z~, TREE TRUNK CALIPER ~ ~ ~ 1 ~ ~ ~ ~
F/J-B WATERSHED J r ONING+ PDR-3. 4 so' ~c~~~~ ~~.,,.y., USE: VACANT ~ F/J-B WATERSH D ~`~.z~rn vEGErATIONLINE
.o ° 10 POP 2 p t NT5 Q' ° ! 3-IY 1 USES VACANT • ~ o ,10' POP ~ ~ ~ i ~ ~ ~ ~ ~ Job Number: 0831
,r"'% ~ 1 i~ ;
; t ~ / NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF SEE 1A~D-1 FOF 1A~D-1 FOR TRAIL GRADING ~ ~ i ~ r ~ Drawn WLR CP JW ~iC KB KH
' ? ~ f FLAT BOARDWALK LONG BOARDWALK AND HEAVY DUTY 1 ~ ~ t ~ ~ 4 .3 f Checked DAJ EOS TRK SAB KH
~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ' ~ i ~ ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED r f° f t ~ Date _ 10!28105 CD RESUBMITTAL ~ i ` ~ ~ ~ 2115106 BID SET
IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~ ~ ~ Revisions _ j 3/05108 ISSUED FOR _
~ 0 19-04- 4-673 ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ' \ ( ; ~ ~ / ~ / CONSTRUCTION
~1 484-0 -004 DURHAM PARKS AND RECREATION. ~J ~ 1 B~R i i~ / 6115109 BID SET
10' WIDE ASPHALT ITY O } DU AM ° 1 " B R TRAIL RE: 1/D-1 { DB 20,13 / ,486 ' 1/14109 BID SET ~ j ~ j 7127/09 BID SET REV
r ZONNNG; Rf-80 \ /J-B , AT SHE ~ WHERE NOT INDICATED OMIT OF CONSTRUCTION WORK IS ~ ' ~ / ~1 ~ '~l / i r 417110 DWQ REVISION ~ p
14' BEE ° r ~ USES VA ANT ~ ~Op~ ' t
t ~ s SILT FENCE OR TREE PROTECTION FENCE 249.0 ~ ~ t i 0 F~ 14' BEE ,v ~ ' ~ ~ \
1` 1 ~ ~ ~ ~ ~
o° f ~ ~ r ~ ~ , q dj ~ ~ f ~ ~ / CONSTRUCTION DRAWINGS
~ r / 1t~-PL t 3 b b. N _j ~ j + / " Z
"1 ~ O 4? t l UTILITY POWER n 7 ~•~f \ 1 ~ t . ~ ~ ~ ~ ~ ~ /
t EASEMENT i ~ Sheet Title: MATCHLtNE L ~ % ~ ' ~ ~ ~ ~
MATCHLtNE L ~ , { t ~ ~ _ ( ,
i ~ r N~ ~ ~ ~ ~ ~ ~ ~ ~ TRAIL -
f I Z t l ~ ~ ; ~ WILLOWBRIDGE
I ~ ~ r , ~ , ~ ~ -
CD-16 SITE & LANDSCAPE PLAN ICA DY1Q WETLAND IMPACT (IF APPLICABLE) D1PQ STREAM BUFFER IMP - I & EROSION CONTROL PLAN 30 0 30 60 90
TRAIL WILLOWBRIDGE SECTION 2 GRADING & EROSI A BUFFER IMPACT (IF APPLICABLE _ Sheet Number
1 " = 30' Scale 1" = 30' CD-16

ii

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~ l E~ARDWALK RE: ~ ~ z ~ ,r , ~ ~ ~ -
~ LEGEND 6ro-6.1 , - ~ o" sH ° / D ITEMS • • ; PROPERTY RELATE J . ~ r _ h2 ~ ~ 10" SH a f ~ ~ J IJ 11 LII~J~~~RJI
EXISTING PROPOSED ~
• - - PROPERTY LINE ~ ~ ~ o
.'i' - - - e- MENT LINE ~
(2) LLARD 4/ _2 ~ ~ EASE `gyp , op /i i f \ l ~ TREE Ro ~G lo• / o , f ~ 111 West Main Street
WITH PAI D,~ ~ ~ ~ STRUCTURE I _ D MON 1 ~ ~ EEN 116 R~3/D o ~ W Durham, N,C. 27701
~ ~ ~ / -oo- =X=X= FENGE ~ ~ i ~ ~ • . • ~ ~ z p 919.682.0368 1 ~ - ...w. ~ -
• 0719 2-75- 07 d~ RETAINING WALL ~ ~ ~ . ~ ~ n f 919.688.5646
~ TM 422-O1- 12A ~ IV ~ =0719 2-75-3807 ~ ~ ~ W www.cjtpa.c~m l TM 422-O1- 12A
KIV HAITHC CK ~ ~ . r PAVING ~ ~ ~ ~ KIV HAITWC~ICK ~ ~
~ EXISTING PROPOSED , F/J B WAT SHED ~ • ~ _ ~ V ' F/J B WAT SHED~~ / fj
~ , i~ / ~ CURB d GUTTER , a I i ~ ~ ~ ~ I ~ ~ ~ i
~ , ~ - - - EDGE OF PAVEMENT t ~ ~
~ 07 OZ 75 197 422- 1-012$ ~ ,
. a CONCRETE SIDEWALK 1- - TY OF DURhfAM ~-w',ry~. ~ ~ 1 II ~ ~
DB 20 / ~98 ' / - T H ASPHALT SIDEWALK - - - _ ~ I ~ ~ ~5~.0 x ~ _ _ ~ I / ~ ~
N w ~ ' v
a~ USES VA ANT HEAVY DUTY ASPHALT SIDEWALK .
O END AVY ~ ~ ~ - ry
~ DUTY A ALT ~ , ti j` ~ 5rn STATIONING FROM POINT I
~ AV~NG° ° p ~ ° ° t~21 OF BEGINNING ~ f ~ PG POINT OF CURVATURE ~ f ~ ~ ~ . a p r~~~ ~
~ _ e ~ ~ f ~ ~ PT Vii' , POINT OF TANGENCY A ~ ' ~ ~ 3
0 8 H~ L;E 8 µ _Cg ~ UTILITIES I ~ / S~~' R . ~ ~ i~ -C8 a
°,~PVG GRI IPE POSED ~ a ~ ° o EXISTING PRO
~i~ o : _ i ~ UTILITY POLE ° ~v ~ f ~ I ~ ~ ~ ~ ~ F • ~ TR~~~I /M ~ . ~ Project:
I ~ ~ t' GATGH BASIN q ® o , . ..a f °a .
• , _ RAISED MANHOLE _ WA ING SIGN ss ~
~ :,a,.~ THIRD FORK
° u Q ~ ° ° ~ -s~ -so- STORM DRAINAGE PIPING 4 ~ ° 0: 2Y ~ ~ - - ~ ~C . ~ - ~ ~ ~ ~ ~ - - - ~ ~ - - CREEK TRAIL
DELI ATED WETLA AREA ~ 2 .0719-02- -3 07ro o CULVERT ~~2 ~ ~ . '~2 ~Q .OTM~42~-'01~-O1zA
8479 SF .19 AG ~ _ TM 422-0 -Ol A - - SANITARY SEWER ~ ° `,~r f C~ 6 ~ KITVA .HALTHC~CIG ~ ~ . ~ / ti ` C-~C6~ KLVA .HALTHG[]CK
I T AREA 473 5F 0 011 AG ~ ~ ~ ~ ~ ~ r v r -FO--- FIBER OPTIC LINE ~ ~ ~ ~ ~ ~ ~ TEMP IMPACT 0. 08 AG U ~ ~ ~ ° ~ F/J-~B ATERSHE - - ~ . a ~ ~ ~ .
r ; NOTE: CITY of DURHAM S~ ur~5 s ~ ~ ~ /J--B ~aIATERSHET
• ~ ° ~ ~ EASEMENTS SHALL ~ AcGESSIBLE AT Au. ; N~ BUFF ° ° ° TIMES FOR MAINTENANCE AND REPAIRS ~ _
• ~ p CQ~ THROUGH CONTACT WITH THE GENERAL . .
Q' CONTRACTOR.
~S 84'59 f f n TQPOGRAPFtY ~ r i /a 29 .O1 <~a O f` 338 / 338 - ~ ~ ~ - ~ ~ ~ ~ ; ~ . NORTHISOUTH
1 c ~ ry-~:.. J 1' ° ° CONTOUR ~ ` ~ z , ~ _ ° / 248.2 I ~ ~ -
-l / i t 145.93 ~ ~ - _ !~i ~ • . X 157.5 + 57.5 SPOT ELEVATION TRAIL G/L) 1 X2~o. ~ ~ . ~ - - a . m . TRAIL SYSTEM ~ d 1 .
~ , 61N 40 LF HEAVY ~ ~ o O'O Dlf•I^( R#A~L .~4 ~ w n STREAM (TOP OF BANK) ~ I ~ ~ ~_i=~ I ' ~ , ~ ~ • . DURHAM NC
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'i 4 / ~4~ ~ NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL I ~4 tf r,~ ~1 ~1\V ~ ~ 'w¢ ~ I 1~2EE~2 TL-~TION ~ OWNER:
• ~$f• TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ~ I REES <10 ~ I ~ ~ ~ BEN': ING i .f REES <10» ' ~ ~ ~ ~r_ / CITY OF DURHAM
®3In-~ / 101 CITY HALL PLAZA r n~Q`~ . ~ _ ~ / w ~ ~ rt ~ ~ ~ / ~ DURHAM, NC 27701
~ ~ it P s ~ ~ / / i~TE= WHERE No ~oPOSED GR,~I1~G 15 SHOwN, t E~~ w ~ I
/ / TRAIL 15 TO BE GONSTRUGTEU TO A i \ ~ ~ ALL RESEEDING DISTURBED ~ I / / FINISHED TOP ELEVATION THAT MATCHES ~
~ AREAS IN THIS SEC N IS TO BE w~:.;: / THE EXISTING ADJACENT ELEVATION. 4 ~ N ~ 1? / ~ 1 / / ( ATTN: BETM TIMSON 40 ~ I ~ 1 W~ ~ ~ l ~ / PARKS & RECREATION DEPT
~ RIPARIAN GRASS IX. ~ W / / • • ~ ( I ~ - ~ ~ / ph.919-5604355
~ - .f.r~.~< / / WQ WETLAND ~ STREAM EROSION CONTROL ITEMS I / D ~ ) / / I ~ 1 I SEE 1A~D-1 FOR TRAIL GR DING / ~ ~ ~ / 919-560-4021
. ~ / / BUFFER IMPACTS PROPOSED / ' h ~ W / / / SILT FENCE (TEMPORARY) ~ ~
~ / ~ / I WETLAND IMPACT -'--SF l ~ ~ /fe 0 / ~ I
fi "1 ~ lY l l TREE PROTECTION FENCE / i~ ~ / / / -O-r-D-- / ~ y ~ j' / ~ WETLAND TEMPORARY RE: 3/D-3 (TEMPORARY)
t ~ ~ ~ ~ ~ 4D4~D IMPACT ~ / ~ 2 i` ~ / ~d / - rsB - TEMPORARY DIVERSION
J 4` / D y' / , STREAM BUFFER DITCH RE:S/D-3 ~ / °5'
,i ~ / ~ ~ ZONE 1 I MPACT o o ~ ~ PC / / ooa o ROCK PIPE INLET BEGIN •130 LF f ~ \ _ /
. 1 .96 / / ,y~ ; / a+~«".~,'< STREAM BUFFER PROTECTION RE: 1/U 3 / HEA DUTY J >F<t. / ~ II 1 / I ZONE 2 IMPACT / SEDIMENT TRAP RE:9/D-4 ~ ' ~ ~ ~`,1 p ~ ~ .
a A5 PAVING ~ ~ / / ~ / ~ ~ STREAM BUFFER (TEMPORARY) i f
' ~ ~ ~ ~ ~ / ~ TEMPORARY IMPACT ~ r : 3ro" 1 ~ lY / ~ / ~ ® ROCK GHEGK DAM
I. ~ ! - / / ~ RE. 7/17-4 (TEMPORARY) ~
ii ~ 10 WIDE A PHALT i~ / ` / ~ ~ / , RY EROSION CONTROL MEASURES ~ r REMOVAL OF ALL TEMPORA ( ~ ~ / i CAR % _
s 0719-0 -76-44 S TRAIL ~ ~ ~ / / ; = I r AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 I ; ~ 422- -012 '~D-1 ~ / IP / / TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. ~
~I CITY OF URHA ~ 1. / / ~ / 1 / :~O 9.9;
f I o~~: 1 / F R VEGETATION - B AT SHE o ~ l DWQ 50 STREAM BUF E \ ~ ~ 1 ~f ~ ~ o ' l x iN 1050 x
/ , I? V ~ ~ ~ / 1 30-FT +E ZONE 2 20-FT) EXISTING PROPOSED ;I ~ / ZONE l ) ( \ fi
li 'V p r + / I , . aK TREE TO BE REMOVED Q ~ ~ ~ ~ 1 ~ ~
I ~ ~ I ~ ~ \ I ~ w ~ / \ sr~e~~€ , ~ TREE/SHRUBS , ~ t 5 \ SIN HAS` ,/1`• 4/J' ~Jj
~ m A ~ f ~ ~ / • NOTE THAT EXISTING TREES ~ h ~ \ 6° AK ~ ARE DRAWN WITH SCALED I ~ ~t ~ ~ ~ l \ J r ~,V rf f I [phone]
1! I I ~ ~ ~ f Roor PROTECTION zoNE I g ~ I I ~ ~ ~ I ~ ~ I l l ~j 1 ~
G E R E ~ ~ a I ~ zr~~ EQUAL TD 1 RADIUS PER 1 I , '1 ~1 ,w„,~... TREE TRUNK CALIPER
~ ~ I ~ `d ~ ~u~F~R r~.: ~ ~ VEGETATION LINE E L 1 ~ ~ I ~ i i ~ 1 \ 1 I ~
~ ~ . I t ~ NTS / ~ ~ 1 / I ~ I~ ~ I ~ ~ ~ ~
i ~ ~ I I I ~ ~ u I I ~ ~ ~j ~ ~ ~ ~ I f ~ ~ ~ ~ ~ I 5 M BUE>< IMPAGT Job Number: 0$31 I ~ I l ~ l i I f 1 l ~ I 9 +q~ TO 100
/ ~ ~ ~ ~ . ~ ~ I NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ' ~~I / I 1 FLAT BOARDWALK LONG BOARDWALK AND HEAVY DUTY I ~ ~ I I ~ ~ ~ I ' r~ ' ~ : ~ 1 Z NE 1~ 2,150-5 Drawn w~R cP ~w ~c xB ~
~ I i ~ I S E CONSTRUCTED AS SHOWN / 1 ~ ASPHALT SECTION WILL B / , l ~ / / / f ~ ~ ~ ~ ~ ~ I Z ~l 3,59- Checked DAJ EOS TRK SAB KH
'I 0 19 0 -7 - 4 8 / I I I~ I I P A UAL LOCATION WILL BE LOCATED / 1 ~ ON LANS, BUT CT 1 ~ 4 ~ / / ~ I I C 1 ~ 1 GO TIE FROM D-18 Date 10128105 CD RESUBMITTAL f~/ ~
~ M 4 2- 1- 1 / / ~ • ~ ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE / i t C T 0 U HA / FE\ / V ~ ' ~ ~ M ~ Revisions 2115!06 BID SET / ~ ~ / i ~ 5 ~ ; I ~ ~C" ~ ~?`1 \ 3105108 ISSUED FOR_
/ ~ / ~ ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND / tl B 2 7 / 8 / ° 12 5 ~ ~ Q. ~ ~ ' ?~'1~ ° . A ~ CONSTRUCTION / EE / ~ ( r I ~ 6115109 BID sEr
I' F/ - A ER H D EE / • 1 I ~ ~ DURHAM PARKS AND RECREATION. !I rJ IN - 0 / ~ 1
I I'~ 1~ Ii S AAT / / 1 ~o ~ ~ I 5 \ P 7114!09 BID SET I ~ / ~ ~ i ~ O ~ ' \ ~ ~ I ~ 1 / ~ ~ ~~I ~ Q ~ ~ ~ ~ I 7127109 BID SET REV
/ I ~ q I I ,i ! ~ ~ _ I ~ ~ I 1 WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK 15 ? - - ` p~ ' ~ N ~ I 411110 DWO REVISION
/ I N ~ I I o ; \ SILT FENCE OR TREE PROTECTION FENCE ~ J t~ I
it / ~ F , ~r° T STA v x ! f - -
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rr~ P STA l C' ( I' ( . ~ ~ ~ ~ F/J B WATE HED I I 1 ~u ~ ; . 1 ~1 +64.2 / / Z KING, R 0 C I S J ¢ ni ~ G i ~ ~ ~ / ~ Sheet Title:
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t ti' _c,i _ u _ _ ~l ~ I . , rf~ ~ ~ ~ 4'-' ~ d ORIOLE DRIVE
r 4 n'^ 7 p ~ SECTION 1 r
SITE & LANDSCAPE PLAN
CD-19 4 DWQ WETLAND IMPACT (IF APPLICABLE) & EROSION CONTROL PLAN 30 0 30 60 90 hm Ram MEd d BUFFER IMPACT (IF APPLICABLE) Sheet Number
- SECTION 1 DWQ STREAM BUFFER IMPA TRAIL ORIOLE DRIVE j
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RE: 5/D-2 I i I i ~I 11 I I I / 255.6 I o
I THIS FENCE LINE 15 THE I ~ i 0719-02-87-1013 u`~ i LIMIT OF WORK ~ 06-01-00 ~ f ~ THIS EENGE LINE IS THE ~ ~ ~ ~ I \ ~ i ~ ~ I / 1 z o
TM 5 6 ~ Il ~ ~ HOPE VALLEY I I ~ ~ LIMIT OE WORK ~ ~ i~ I s ~ I ~ I / / ~ ~C~~
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i ~ ~ ~ ! ZONINGS PDR 3,44 `y LEGEND t r: C i t ~ ~ ' ` - -
USE, VACANT PROPERTY RELATED ITEMS ~ i i ~ ~ ; t 1 I ~ ~ EXISTING PROPOSED
1 ~ i - - PROPERTY LINE i ~ I ~
i t rv I J I 255.1 , , ~ ~ ~ ' ~ r ~ I r ~
I i ; o 1 - e- EASEMENT LINE I ( ; ; ~ ~ ~ ~ ~ ALL RES DING OF DISTURBED . I ' 1 ~ 1 1 I ~ 1 / Z 11 Min Street f 1 West a ~o I ~ ~ ~ ~ 1 ~ \ , ~ ~ \ \ I I / / W Durham, N.C. 27701
i ~ ~ I ' ~ ~r , A EAS IN T IS SECTION IS TO BE ~ STRUCTURE
~ RIPARIA GRASS MIX. . I j ~ -o--o- =X=X= FENCE I \ ~ ~ j 1 \ ~ \ I / ~ z p 919.682.0368
~ I. ~ r ~ RETAINING WAI..L , , ~ I ~ ~ ~ ~ \ ~ \ ~ 11 ~ / z f 919.688.5646
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I 'I 'ice a4 a a ~ ~ \ 1 1 _ ~ v~ ~ ~ I ~ 11 ~ ' I _ 6~,~~ ~ 11 , I ~ 1 I l
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t ~ ~a a \ . aa.~a G ~ ~ 4 a pc POINT OF CURVATURE I Olt 4aa i ° ~ 1 4 ~ ~ _ 1 \ \ ~ filE EW EENGE INT o ~ , , f ~ ~ i ~ ~ 1 ~ ~ ~ ~ ~ ~ TR~AMUFEER I ~`f ~ V v I 1
257.1 s \ ~ ~ ~ a° ~ r ~ pr POINT OF TANGENCY ~ ~ '`~2 57.11 SEW ~wA~L ~ ~I ~ ~ ~ 1 ~ 1 1 ~ o~ _ i ~ 1 1+45 TO ~3+30~ ~ ~y ~ ~ \ ~
1 PROPO5ED 10' « M~,'~ a'aa."` ~ ~ ~ a~ UTILITIES ~ A ~ I A, ~ , . a c a ~ ~ ~ R,~L~NC~ ~ 1 -~E n ~ , 1 ~ 1 1388` 5E; ~ ~ ~ V A ~ 1 , ~
\ I. 1 'a 1 ASPHALT TRAIL ° ~ • 1~ ~ ,I ~ T~ EXISTING PROPOSED ' a _ 1 ~ ~ _ _ ~ ~ I ~ ` ~ ~ I 0 ~~2 568-5'fi~ \ ~ ~ V ~ I ~
j RE: 1/D-1 i~: a a i c ~ _ a ~ UTILITY POLE p a 4 ~ _ ~ a x <<,' ~ a a 4 ~ DELINEA D WETIA Af~~A ~ r - ~ ~ _ _ ~~_256 - \ 2 7 1~ ~ ~ 5 ~ ` ~V 111 X11 I~ I Project:
0 1 6709 '*f ;<<, a >a , n ~ GATGH BASIN i A _ TM 2-06-OOcA • a 9109 SF - .89 A ~ ® ~
SURREY BEN HOA ° ° i ~ ~ 4 a a®a, PACT AR 1643 F, 0.338; A~ ~ ss RAISED MANHOLE ~ ~ r ~~,i>_iNO ate! ~ ~ I ~ €y / ' „ ~ ~ THIRD FORK
\ d a s I DB 147P / 42 ~ ~ 4a ~ r y T P IMPAC 0.085 A F WATER D ~ ~ ~I. ; i ' -
~h,;. a a , 0 so- _.-so- STORM DRAINAGE PIPING ~ ~ - ~ - 2-2 ' RGP v v m' d I ° ~ ~ ~ ' Y l ~ T 5 SAN. \ ~ \ ~ ~ I ~ INV = ~2.84~ v ~ ~ ~ ~ ~ i A • i SEWE 251.15 ~ \ 1 ~ ~ \ \ ~ ~ ~ 1 CREEK TRAIL
USE1 VACAN ~a°; =a ~ ; , ® CULVERT ~ A S , ,a a DIY 1; ~ RE; 4117- ~ A e ®k ~ , , ~ ~ SOTTO OE \ ; ' 1 ~1 I ~
~ o'; a a a Q ~ ` ~ ~ ~t - - SANITARY SEWER / : A ~ t ~ ~ ~ ~ V A ~ ~ t ~ t;,/` ~ ~ / , , 24"RCP= 52.50 ~ I ~ I / 11' I I I
r: a ° a ~ -FO- FIBER OPTIC LINE TIE PEN INTO ~ ~ p c ~ a + I NOT THAT ~ 'NEW ~ 1 ° I " I ~ ~ W ! ~ I ` _ / I ~ 1 ~ v
HEADWALL ILING a a ~ 9 NOTE: CITY OF DURHAM ~iEl^ER LINES ~ ~ 4 \ ~ ~ i~r a a 1 ' 1 EASEMENTS SHALL 6E ACCE5518LE AT ALL Al I DRAINA PIPEI I + ` ~ ~ ) / /
G a a / \ . a a , \ a a~'' TIMES POR MAINTENANCE AND REPAIRS a ~ ~ i / SEWER E SEMENT~ III w ~ ~ , ~ ~ ! \ r ~ 1 ~ l
7 ~ 4 Q a a as ~ ~ ~ THROUGH CONTACT WITH THE GENERAL a ~ ~ 1 EXTENl7 R055 ENTI 1 I ~ 4aM 4 . ,k,A'~~ ~ I' f 51LT EENGE / / ~ ~ ~ ~ s ~ I ~ n~ Omer sr,,ca exn 1Ytnus 5 WER EASEMEN~T~ / ~ ~ ~ ! ~ 1 ~ p ~ 1 RE: 2/p~ ~ ~ / ~ ~ ~/~1 I~I
4 a I . a a ~ f ~ CONTRACTOR. ® aa< t a„ be I ~ i
a \ a ~ • , a ~ ~ TOPOGRAPHY PT TA ; A/ ( . ~ ~ 1 r e 338 ~ ~ ffi ~ ~ , ~ ~ N4RTHISOUTH
112+ 3.89 ~ \ ~ ~ , a« Sc~ ~ ,3 CONTOUR ~ - ° I ~ ' 15'fiN6 2 "PIPE / ~ i~ ~ ~ 1 " To ~ RE ovEp ~ r I TRAIL SYSTEM
« ' ".a ~ ~ 1 M a~ 4 ' ~ / , X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) 1211%~LE 9~ 2 2A~~~ ~ ~ ~ , ~ ~ y / ~ ~ ! 1 ~
\.i :4 :i a 6t•~C4 ~ 4 i J "C} PC STA ~ u k ~ ' a 4° x i STREAM TOP OF BANK) ~ / m / ~ ~ ~ of . ~ ~ ~ ~ ~ ' ~ ~ ~ v DURHAM NG
as a r ( 111+94.5 .G ~a A~ ~ ~ ~ ~ ~9~ ~ .
a c 9' ~ a I t rw FLOODWAY N / / ~ ~ " 0 0 t NDWA ~4 / ~ / ~ ~ \
~ 4 a ~ v ~I~ G ~ ' n a ~ - Fa - FLOODPLAIN (FLOODWAY FRINGE)
~ "J ! ~ A a 50' STREAM BUFFER . ° i~ c a ~ DURHAM STREAM BUFFER i ~ ~ ~ ~ INV;- 2524 ~ ~ 1 ~ 1 ~ ~ ;
e \ `v a REQUIRED (SIZE VARIES) 4 ~ I 1.3~.,. 4 a t II eTl~ NE GE INT /1" f I ,~h :2/D-~ A, ~ ~ ~ 1 \
~ 0 10' a -n ~ CLEAR TREES , f t ,a i . a ~ r i EXCAVATED MATERIAL E. a G \ ' : NO FILLING IN FLOODWAY. ALL I W ADWALL ~ ` ~ ~ ~ ~ / / ~ 1~` \
4 n ~ FROM PROP D l r ~ 4 ~ 0 ~ a a ~ , ,,?';;4 a a a Q ~ TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ASPHALT L ; ~a a a~ a c ~ ~ ~r 1 ~ ~ILI G ~ V ~ ~ I ~ r G / ~ / ~ ~ ~ \ OWNER: ~ ~ ~ ~ ~ ~ ~ ~ ~ J GflNT TOR SHr~ ~ \ CITY OF DURHAM
1 1 _ _ ~ ~ ~ ~ ~ /NOT T ENGR~AGH I~ \ 101 CITY HALL PLAZA / i ~ a~ ~ ~
5T T b' TA L a ~ 4a a< PT n~; ~ a ~ NOTE: WHERE NO PROPOSED GRADING IS SHOWN, CHAIN LI FENG ~ ~ ~ a a ~ I ~ p ~ / / TO S A ANK OR ~ \ DURHAM, NC 27701
111 + 4.55 ~ i,~ a TRAIL 15 TO BE CONSTRUCTED TO A TO BE LOGA DON ~ ~ FINISHED TOP ELEVATION THAT MATCHES ~ ~ ~ / n J / STRE J~TH NEW RIP\~ \ ATTN: BETH TIMSON n
~ ~ ~ i EASEME T LINE _ ~ a # THE EXISTING ADJACENT ELEVATION. , ~ - - - _ ~ 1 (i~ ~ ~ ~ ~ \ PARKS & RECREATION DEPT
RE: 5/D-2 I ail- ~ t ~ \ \ ~ ~ ~ A~ ~ ~ r ~5 H RIP ~ ~ \ ph:919-560.4355
° MI ~ ~ DWQ WETLAND ~ STREAM EROSION CONTROL ITEMS i ~ \ 'F E PROTEGTIO~~ ~ ~ ~ 4'~t 15' x 18°K ' ~ fx: 919-560-4021
~~t I ~ BUI~ER IMPACTS PROPOSED \ EENGING~ ~ ~ ~
- S 44'13 J E _ ~ 'r _ S 44't53 " ' ' 0 SILT FENCE (TEMPORARY) M, , • . ~ ,,~..t ~ ~ WETLAND IMPACT -SF RE:2ro-3 - PC ~A 103.67 0 ~ - - - \ \ RE: 3117-3 ` I ~ ~ .~/I7 3 ~ ~ ~ ~ f
« 111 + 11.21 ° ~ ~ a ~~r\ TREE PROTECTION FENCE I I ~ TOP 6" SAN. I ~
~ WETLAND TEMPORARY RE:3/D-3 (TEMPORARY) ~ t!> f'\ ~ O c7 V O Cr « / z~ ~ N-, IMPACT TEMPORARY DIVERSION ll I ~ ~ I \SEWE -248.0'' ~ I ~
ri °E ~ ~ STREAM BUFFER ~ Tsn DITCH RE:5N-3 z 4" I SOTTO OE 1 ~
~ ~ ~li~ PT STA ~ • :3` ~ ZONE 1 IMPACT N„o ~ r gam; ROCK PIPE INLET 111 +00.37 ~ ~ o00 ~ ~ ~ ` ~ ~ 1 ~ ~ ` 24~'RG =251.53. ~I
~ ~ '`~,r~, i ° ~ « ~ ° STREAM BUFFER PROTECTION RE:'I/D-3 TREES <10" ~U ° «a<'~#°``' ZONE 2 IMPACT SEDIMENT TRAP RE:9ro-4 ~ I ~ ~ al P \ ~ N'~~
~I ~ II ' . ~ ti STREAM BUFFER (TEMPORARY) ~ I TREES <10" ~ j I P ~ ~ ~ ~ A ~ v ~
TEMPORARYIMPAGT j ` a ~ ® ROCK GHEGK DAM ~ ~ ~ ~ ! ~IL~` A\ ~ ~ \
PC STA \ ~ ; _ ~ . , , t RE: 7ro-4 (TEMPORARY) I I r_ ~ ~ I E~iGl~l~.~ 1 ~
110+63.29 ~ 1 S OF ALL TEMPORARY EROSION CONTROL MEASURE , REMOVAL ~ \ o`'~ CAR
~i~ o ' , AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 " f*~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. I Ap
;~1~ 0 19-OZ =8 _ 1013 ` n
~ M 506 0 006 ~ 0719-02-76-9 6 ~ . OPE VALLEY ~ DWQ 50 STREAM BUFFER VEGETATION I z i W~ ~ ~ ~ ~ ~ Xis ~i X:
- TM 42z-01- 2A ~ F RMS NO H HOA OSED ° , zoNE t (so-FT) zoNE 2 l2a~r) EXISTING PROP I I ~ ~ • i ~ ~ ~ 1 v ~ 1050 I ~ l / ~ ~ ~nl
/ , , ~ 4 / 3oz CITY OFD HAM DB 31 7 W ~ DB 2115 161 ~ F/J-B WATERSHED « aK TREE To BE REMOVED I ~ ~ ~ I 6 z~J z~ ~ ~ ~ ~ 1
~ ZONINGS R-20 t~ , F/J-B W ERSHED r sr~sg~ ,z ! ~ TREE/SHRUBS . I w / ~ ~ ~ / ~ ~ ~ . /rF'•......••• ~ ,
ZONINGS R 20 „ USE: V CANT « « NOTE THAT EXISTING TREES N ' I USES ACANT • ' AK ~ ARE DRAWN WITH SCALED g / `qI e/ /
>i, i ROOT PROTECTION ZONE / ~ dS( f ~ 2.~
~ r l ~`r1'.;"',- ~ ~ EQUAL TO 1' RADIUS PER 1'• ~ ~ ; ~ .,,o' z,~ ~ TREE TRUNK CALIPER / ~ i ~ fX~ ~ ~ j / / ~
h~' r ~ NCD~NR ~ _n-r~ I i ~ ,,{,,~r VEGETATION LINE ~ / ~ \ ~ ~ / l /tip', ~ ~ l _ ~ w orb /
0 z-:, 1 I ~ ~ j I ( ; , ~ ~ / / Job Number: 0831
I f d « ( I 1 ~
PT STA ~ NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF 1 ~ l~ ( I ' ~ I I a ~ / ~ Drawn _ WLR,CP,JW,JC KB KH
« a ~ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY ~ 109+76.05 5 ~ 1 ~ ~ ~ ~ ~ I I l r ~ °w,~ Checked DAJ EOS iRK SAB KH
ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN I 1 t Date 10!28!05 CD RESUBMI?TAL 1 ~ ~ ~ i I I ~ - ~
ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED I 0719-OZ-77-2 32 ~ ~ ~ 1 wn IN FIELD DURING CONSTRUCTION BY LANDSCAPE I ~ 1 ~ ~ ~ I ~ ~ I I . ~ Revisions 2115106 BID SET 3105108 ISSUED FOR I 1 ~ ~ a,: ~t
TM 422-01-002 % ~ . r°` THY MANNING TRUSTEE ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ! ~ I 1 ~ I ~ CONSTRUCTION _I ,
DB 3290 / 241> ~ DURHAM PARKS AND RECREATION. / 1 ' 9 n ~ ~ ~ W ~ ~ ~ V A ~ 6!15109 BID SET I 1 ( ' ~ ~V i~~ ~ _ ~ 1 \ ~ ~ 7114109 BID SET
~ ~ F J-B WATERSHED `ti ~ n ' ~~;~,o 1 1 ~ ~ 7(27109 BID SET REV
ONINGt PDR 1,3 s ~ ' ~ USE1 VACANT ~ ~ \ 1 I µ ~ ~ \ 1 \ \ ~ ~ ~ 411110 DWQ REVISION _
~ - « ~ a ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS 253.7 I II ~ ~t~\ V ~V ~SZ~~~
5~ Ci \ ' ~ s y ~ ` ~ ; SILT FENCE OR TREE PROTECTION FENCE ~ 1 16' TXSS' WEIR = 4' c;~~ ~ ; ~ _ _ _ ~ ~ ~ _ ~ ~ ~ -
~ T,., ~ ~ _ _ 1 n15TUR8`~D AREA = ~ H ~ v ~ ~ ~
~ ¢7,6a' ~ ~ti STORM SEWER ELEVATIONS SHOWN ARE APPROXIMATE ~ 11 m S,Q00 5Q ET `t ~ ~ \ "v< ~ \ ~ \ ~ W , _ ~ CONSTRUCTION DRAWINGS
« \ o t ~ - ~ ~ AND SHOULD BE VERIFIED IN FIELD BY CONTRACTOR. I ~ r
ELINEATED ETLAND \ P ~ ~ ~ ~ Sheet Title:
~ 1 ~ ~R ~ ~ ~ - i 57.1 ~ ~
' , ~ ~ ~ - ~y,`~~, TRAIL -
o ~y~, MA 'Aj SEE 1A/D 1 FOR 1A~D-1 FOR TRAIL GRADING ~ ~ _ ~ - ~ v~ .y~ ~ a `fin ve~rr.~.,» ~ b ~ Otti101.~ 11i~1 Y ~
7777-777J N, SECTION 2
SITE & LANDSCAPE PLAN GRADING & EROSI CD-20 DW@ YVE7'LM]D IMPACT (IF APPLICABLE) ~ & EROSION CONTROL PLAN 30 0 30 60 90
A BUFFER IMPACT (IF APPLICABLE) - Sheet Number
TRAIL - ORIOLE DRIVE SECTION 2 D%Q STREAM BUFFER I P 1°=30' Scale 1" = 30' CD-20

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~ ~ ~ ~ / / ' ~ ~ ~ ~ ~ ~ ~ \ ~ s, 1 I ~ ,STREAM 33UFFER IMPACT ~
~ ~ 3 ~ ~ i / / ` E' , i ~ I ~ ~ ~ 120+20 122+30 ~
~ f' / ' i / ~ 1 ' `0 1 l ~ ~ I , ~ I ~ONE2 5F ~ / ~ ~ 1 ~ ~ ~ l ONTINU GD-22 ~ l~, ~
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ANG PT - - PROPERTY LINE z i '4 / / ~ .120+41.78 ALL RESEEDING OF DISTURBED - - - e- EASEMENT LINE °
' ,-~'E AREAS IN THIS SECTION IS TO BE / / ~ ~ ° / ~ ~ ~1 ~I ~ ~ ~I 1~ ~ , 'i; ~ ~ 111 West Main Street
' ° ~ ~ ` RIPARIAN GRASS MIX. STRUCTURE / / I ~ ~ 3, <'i I 1 W Durham, N.C. 27701 x t 11. , ~ I ~ W
' ~ : ~ ~ - o- =x=x= / ~ kw~~ ~ ! 1 I z p 919.682.0368 I 1 ~ ~ I
~ ~ ` o FENGE / Nl i ~ ' % ; € RETAINING WALL til ~ ~ ~ ~ 1;.: 1 1 11 ; ~ f 919.688.5646
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~ ' ~ O C , ~ `7" PINES o PAVING / / ~ ~ PINES ~ 1~ 11
~ , I ° , p ! EXISTING PROPOSED / ~
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F/J-B WATERSHED ~ ~ r EASEMENTS SHALL aE GCE55 LE
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~ ~ ~ X13 TOPOGRAPHY ~ _ _ _ _ ' ~ w ` ~ ii~, r~ i ~ ~ NORTHlSOUTH
/ 338 3~ M ~ ~ { ~ CONTOUR E I;I ~ ~ ~ f.; l ~ ~ ~s~~, yT PINES i ~ ~ i`;i ~ TRAIL SYSTEM
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DWQ WETLAND ~ STREAM EROSION CONTROL ITEMS ~ : ~ 256.6 I I = ~ ~ t ~ i 4 x 3 I I ~ I~ 6.2 fx: 919-5604021
BUPi`ER IMPACTS PROPOSED ~ yc ~ E ~ , 51LT FENGE (TEMPORARY) ~ ~ I ~ A I ~ ~
~ ~ WETLAND IMPACT --'SF RE:2/I7-3
- TREE PROTECTION FENGE
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1 ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ 11 ~ ' ~ } ~ ~ ~ ~ ~ ~ ~ Date 10128/05 CD RESUBMITTAL
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WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS I i ~ ~ ~ ~ 1 I ~ r ~ /'E~ /
SILT FENCE OR TREE PROTECTION FENCE I LAND AREA DELI TED WETL D IN
~ ~ i 2 18 SQ PT - .056 AG ~ ~ AREA a
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~ 12 1.17 UTILITIES ~ , ~ RE: ~ 2/17-3 'E ~ ~ !
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a ~ UTILITY POLE WI1~1 PAINTED DIAMO WIDE ~ ,~a Project:
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0719-02-98-1592 ~ NT ~ / - - _ ~ 26 TM 420A-05-002 ~ SEME ~ RAISED MANHOLE ~ ~ 4
SURREY GREEN HDA ~ DE INEATED WETLAND ARE ~ ~ THIRD FORK
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' 07 9-02-87-6709 - - SANITARY SEWER USES VACANT " ~ ~ o ~ T 422-06-002A / ~ E ~ , I ~ 1
PROPOSED 10 o r SUR EY GREEN HDA -Fa- FIBER OPTIC LINE
~ ASPHALT TRAI ~ I " 1472 / 642 . v ° NOTE CITY of DURHAM SEw~ uNES s ~ RE: 1/17- r a 4~ ; ; F/ -B WATERSHED EASEMENTS SHALL BE ACCESSIBLE AT ALL aT r R ~ ~ ~i ; Sr I B 3 i G e ¢ E
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~ >x <,a ~ ' I, CONTRACTOR. ~ i ,1a as ,
a z ` ~ ` " _ ~ TOP06RAPi-IY at a i / NORTHISOUTH
i as .a a ~ ' 338 ~ ..,a. a ,gar ~ as ~ a ALL ESEEDING OF DISTURBED CONTOUR ~
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~ IM AGT AREA 765 5Q FT - .020 AG o ~ ° ~ 2 ~ / ~ ~ ~ ~ ~ ~ ~ 101 CITY HALL PLAZA
o ~ r• 4° a !9 4 NOTE: WHERE NO PROPOSED GRADING 15 SHOWN, ~ MP IMPACT 0.039 AG + , a ~ } ~ ~ 7ED TO A ~ ~ ' ~ ~ - ~ ~ ~ °o ~ I ~ ' ~ ~ / DURHAM, NC 27701 ~ ~
<t ~ - TRAIL 15 TO 8E GONSTRUG ~ ~ ~ a ~ ` ~ FINISHED TOP ELEVATION THAT MATCHES ~ ~ ~ ~ t~ i. ~ / ATTN: BETH TIMSON
i \ ~ . a d x THE EXISTING ADJACENT ELEVATION. / ~ i ~ ~ ~ ~ \ N ~ ~ ~ I ~ i fi~ ~ ~ ~ / PARKS & RECREATION DEPT ~ ~ ~ \ ~ ~I ~ 1 II ~ ( ~ ~ ~ _.i ph:919-560-4355
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EQUAL TO 1' RADIUS PER 1" ~ TM 422-06-002A ~ t ~ TREE TRUNK CALIPER \
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USES VACANT ~ ~ ~ ~ P S ASSUME SECTIONS OF NOTE: FOR BIDDING PUR OSE \ \ ~ ~ 1 ~ ,1 I I ~ / ';1 0+20 TO 12 30 Drawn WLR CP JW JC KB KH
~ ~ FLAT BOARDWALK LONG BOARDWALK AND HEAVY DUTY 4 \ ~ ~ ~ ~ ~ ~ I ~ / 'Z 4~4 _5 Checked DAJ EOS TRK SAB KH
ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ ~ ~ ~ ~ ~ ~ 1 I ~ ~ ~ ~ I ~ ~':G I NUE GD 1 Date 10128105 CD RESUBMITTAI.
~ - ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ! I IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~ , o I I ~ Revisions 2115106 BID SET j y ~ i ~ ~ I ~ ~ 3105108 ISSUED FOR _
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N` j ~ o m~; p DURHAM PARKS AND RECREATION. / ~ ~ ~j~ D°i ~ ~ ~ ~ ~ 6115109 BID SET
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CD-22 SITE & LANDSCAPE PLAN GRADING & EROSI x & EROSION CONTROL PLAN 30 0 30 60 90
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TM 418-02-004 p~ " ~ ~~M J c~
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I \ r - - SANITARY SEWER \ ~ A - -
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. _ 3 8 ' TEMP IMPACT .003 G ` . - - - coNTOUR v ~ ` ~ ° ~ 2ro-3 v~ TRAIL SYSTEM
~ , x 1~7.~ v" ALL RESEEDING OF + 157.5 SPOT ELEVATION (TRAIL G/L)
• E ! ~ ! DISTURBED AREAS IN THIS ~ STREAM (TOPoFBANK) ~ `v vv ~vv ~ v ~ ' `n DURHAM NC
~ ~ ~ ' > > ~ f~ ~ SECTION IS TO BE
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LINK NGE AT . ~ ~ ~ / ~ 50' STREAR HtFFER DURHAMSTREAM BUFFER
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. ~ ~ • F ` ~ THE EXISTING ADJACENT ELE1lATI0N. mss.. I I, d ~ \ , ~ ~ • j ~ ~ ~ ~ GR0551N6-ON51TE PARKS & RECREATION DEPT 5~1 T PEN~i= A
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~ ~ - ~ ~ ' i i ' ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ , I ~ 0719-02-98-1592 ,fir-~~~~ P S A ~ ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED ~ ~ ~ ~ ~ ~ j ~ ~ Date 10/28/05 CDRESUBMITTAL \ ~ ~ ~ ~ ' ~ 2115106 BID SET
TM 420A-05-002 / 1 6.~2 ; IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~ \ ~ ~ ~ ~ ~ f ~ i Revisions 105108 ISSUED FOR -
SURREY GREEN HQA~ E -n ~ ~ ~ ! ~ I t. ARCHITECT AND VERIFIED BY GENERAL SERVICES AND DB 1189 / 672 ~ ~ \ ~,a ~ i I ` H ; ~ ' I I CONSTRUCTION
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~ 418-OZ-004B j FEN ING CITX OF DURHAM L~GI=ND Q ~ ~ ~v
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\ 50 us~~ vA td~- 0719 OP-99 4018 1 , ; , . + FNS 5 - • • - PROPERTY LINE
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CITY ~F DURHAM G - ~ `I ~ ~~~R ? 111 West Main Street i
I DB8103/881 i ANG PT - STRUCTURE ZONINGi R-80 1 ~ 0 H ~ ~ ' = ~ , W Durham, N,C. 27701
' ~ ° ~ 2+75.76 USE. VACANT ~ a 13 -o-o- =x=X= NCE ~ ~ ~ I z p 919.682.0368 1 ~
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~ :sty HEAVY DUTY ASPHALT SIDEWALK 0 ~ STREA i
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~ RAISED MANHOLE ~ \ At M~ SS
° ~ ~ ~ IMIT OF WORK 'i ' ~ ~ ° ~`,v ~ E ~ ` . ~ ~ THIRD FaRK ; vv o„ ~ GUM 'ee ~ , J ~ CREEK TRAIL
10" ~.Gl~l ' ' 'J -s~ -so-- 5TORM DRAINAGE PIPING EX u, ~ 3 I C STA RT h, % o GULVE
i 131 +23,82 I ~ ~ ( i I~ i ~ f f j A' . A ~ ~i ' ~ ~
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~ v , ~ ~ ' ~ v ~ ' ~ NORTHIS4UTH \ ~ ~
4984 S(~ FT - , G 4,; y' TOPOGRAPHY ~ ~ ~ ~ 51LT F=ENGIN6
ACTED AREA 2.4 Q FT 0.00 AG`, ~ ';x 338 3~ o - - - , TEMP IMPACT ,003 G \ ~ CONTOUR
X 157.5 i~ ~ f ' ALL RESEEDING OF + 157.5 SPOT ELEVATION (TRAIL G/L) ~ ~ ~j ~ °~\'~I ~ ~x ~ ~ ' , a ° ' zro 3 TRAIL SYSTEM ; ; ~ , ' ~ f DURHAM NC
~ , ~ ~ ~ ' ~ DISTURBED AREAS IN TNiS ~ ~ ~ STREAM (TOP OF BANK) ~ ~ 11 ~
SECTION IS TO BE
' . ~ RIPARIAN GRASS MIX. FW-•-~- FLaoDwAY v~ ~ , x ~ gg~ ~ l
H IN ~ r END 6 TAL G R _ _ Y FRINGE ~ s ~ ~ FP FLOODPLAIN (FLOODWA ) _ \ , 3 i , DURHAM STREAM BUFFER ~ . , ~
LINK NGE AT ~ 50' STREAM BUFFER SU GREEN ,j~l,e 1~ PC STA REQUIRED (SLZE VARIES)
~ , r., i 130+41.31 P PERTY LINE ; ~ ~~9~~~ r~N,-';~_~ % PE~NGINGOTEGTION
\ i T FENCE 15 THE ; ,ll ~ t,' TE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL i ~ t;- , NO k'~ A ~ ~ i~~^ ~ ~ ' I' RE: 3/D-3 OWNER: 2 r ~ , a ' ' CITY OF DURHAM
, ~ TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. I LIMIT OF WORK ~ ` / 1~
t s`^`I~ 1 ~ ; :fig, j~_^a ~ 1 ~ \ I J ! 101 CITY HALL PLAZA
~ i ~ , ~ ~ 40 LF BOARDWALK NOTE: WHERE NO PROPOSED GRADING IS SHOWN, ,t'\ ~ ~ t~ r t ~ ~ ~ ~ ,i ~ ~ DURHAM, NC 27701 ~ r , .
` ~ ~ n RE: 6/D-6.1 TRAIL IS TO BE CONSTRUCTED TO.A ;I~t, r ~r ' ~ '~:`'1 ~ ~ ` ~ " FINISHED TOP ELEVATION THAT MATCHES i ~ \ ~ A ~ ~ ~I ~ r~ ~ 1 ~ TEMPORARY STREAM ATTN: BETH TIMSON
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i ` ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN - ~ 0719-08-98-1598 P S A ~ ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED \ ~ ~ ~ ~ ~ ~ ~I ~ ~ ~ I ~ Date 10128105 CD RESUBMITTAL , _ ~ ~ ~ ~ ~ y. ~ ~ ~ ~ 1~ ~ Revisions 2f15106 BID SET
- TM 480A-05-002 / 1 6, ~ ~ ° ~ ~ ~ ' ~ a ~ i ~ 3105108 ISSUED fOR
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~ ~ ~ ~ ~ ~ ~ UTILITIES Z~NING+ R-10 TEM I AGT 2. M~It~'AGT 28 ~ c,' ~ ~ ~ ~ ~ ~
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- - SANITARY SEWER 89 LF OARDWALK ~ ~ ~ ~ -FO- FIBER oPTIG LINE , ~ ~ ~
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~ ' ~ 0729-01-09-1219 TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. ~ ~ji~ ~ ~ ~ ~ ~ ~ ~ CITY OF DURHAM
~ - - ~ 0 19-02-99-62 2 3 0' h ~ ~ TM 418 O1 0 1
- o ~ S ~ CITY OF DURHAM GRADING 15 SHOWN M 418 02-00 A ~ k ~ y \ NOTE: WHERE No PROPOSED , o. ~ ~ ~ ~ ~ ~ i 101 CITY HALL PLAZA DURHAM, NC 27701
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~ ~ ~ j y a d 4a ~ ~1 ~ 51LT FENGINC~ • ~ \ J ~ ~ \ 101 CITY HALL PLAZA
\ ~ / aaa ~ ~ ~ \ ~ ~ aaa \ \ NOTE: WHERE NO PROPOSED GRADING 15 SHOWN, / ~ RE: 2/l~~3' \ \ 00~ 0 \ ~ r,~' ~ DURHAM, NC 27701
/ as ALL RESEEDING OF DISTURBED \ ~ ! ` ; a a a , / ~ TRAIL 15 TO BE CONSTRUCTED TO A ~ ~ _ ° , ° \ ~ ATION THAT MATCHES ~>C \j ~ / ~ ~ ~ ~ ~ \ ATTN: BETH TIMSON
- / AREAS IN THIS SECTION IS TO BE / ~ , 'g ada DELINEATED FINISHED TOP ELEV SEE 1A/D- ~ 1 1,;`; ° a a ~ WETLAND AREA THE EXISTING ADJACENT ELEVATION. RIPARIAN GRAS>6 MIX. as / SEE 1A/D-1 FOR FRAIL GRADING ~ 's \ ~ ~ ~ PARKS & RECREATION DEPT ~ / ~ ~ \ a x~) 4,
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~ ~ ~ ~ ~ ~ ~ ° ~ D~ P04~` 1979 RE:7ro-a~ (TEMPORARY) ; l ;
tY 4' ~ , - c~ - REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES
/ \ ~ ~ ~ ~ t U~E° VACANT AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 , / r ~ , , ~ / .
/ ~ ~ a ~ i tI D EROSION CONTROL PLANS. {0~ ~ I, ~ ~ • TO BE COMPLETED PER APPROVE ~ aaa ~ • / ' • ry 'aKiG`~ ~ / i it ~ ~ ~ ~ ~ ~ ~ ~ / SO 9P. 'y ;
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/ 1 f ; ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ TYPE B/G ~ o f ~ ~ ~ ~ ~ ' ~ / • • ~ ~ ~ ~ ~ I ~ ~ i t ~ ~ ~ i ~ ~ E Checked DAJ EOS TRK SAB KH
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55 1/D-1'` l_yl ~d ~ ~ ~ ~ ~ ' BOLLARDS J DURHAM PARKS AND RECREATION. ~ ~ / ~ ~ f i ~ ~ ~ ~ ~ ~ CONSTRUCTION
4 . ~ RE:4/Pl ~ ~ ~ TOTAL I~EL) 1 ~ • • ~ a ~ / ~ ~ ; w / ~ ~ i ~ ~ ~ 6115109 BID SET
~ ~ ~ AREAI , TYPE B ~ WET1.ANi~ A~~ ~ Es uND~~ ~ o ~ ~ ~ \ , ~ ~ ~ ~ r ~ A L ~ 9 ND ~ 0' ~ 7!14109 BID SET a \ ~ a t' ~ ~ T U~J 0 ~M ~ ~ ~ ~ 712X09 BID SET REV
~ \ •.~TYPE ^ ~ ~ FEU DIAM \ r' 4`~3154,5G2_ F1~ ~ 1 .4 AGT N ~ i ~ , ~ ~ / ~ ~ ~ ~ ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS , / ~ ~ ~ 417110 DWQ REVISION
4 ` ~ ; , MPAGT~D WET~AN : AREA,R 1 ~ \ h ~ ; % ~ I SILT FENCE OR TREE PROTECTION FENCE ~ r ~ ( ~
~ ^ r 3 ~ I aaa 2 q, , 1640 ET, 0.~3 ~ 'i V ~ ~ ~ ~ ~ /1 ~ ~ 3 ~ ~ j ~ ~ '
\ ` ° ~ ~ ~ ~ TEMPI PAGT'0.02 AG ! \ \ a a a ~ ' ~ . t ~ ' 10729-0 -09-1219 ~ ' " ~ '
' ~ `'a°~~ ~ ~ ~ ( --001 as as ~ pf I TM 41 01 r as as as ~ # ~ ' ~ ~ ~ .
a aaa a ~ ~ „ ,f { CITY D~ DURHA ~ , KN GAUD WN o ~ a a ~ a ~ If r t / ~0 r / \ ~ ~o \ ~ ~ ~ J ~ i ~ ~ ~ Q 1 ~ ~ j 'i ~ CONSTRUCTION DRAWINGS ~ ~ ~ ~ ~ ~
LLA ~ RE: /D-2 ~ ~o ~ 4 ! # I DB 21 / 28 \ , ~ ~ ~ ~ p- . ~ ~ v, ~ ; ~ ~ ~ ~ ~ ~ \ Sheet Title:
1 g• y~ ~ , ! 4 ~ I ~ j USES ACANT C' ,
r~~\ ~ a ~ ~ ~ \ ; 5 J ~ INOR E11•~TTRANG~ 510N ~ I ~ T~ ,
10' WIDE G NG ~ , . a ~ ~ \ / \ v Teo Poor ~ v ~ ti , ~ ~ ~ _
v ~ a ~ ~ ~ 9 TRAIL : 6 -1 ~ a ~ ~ ~ ~ RE: 1 - ~ ~ 1 1 d ' S,'r~, \ PT STA /D ~ ~ \ ~ _ _ 511- PE G1NC 511- 1=~ G1NC ~ ~ ~ ~ ~ ~ a 6~ • 3 ~ ~ ~ TRAIL
a,~. ~ _ ~ ~ 1 ~ f'l1TTRTT.ANn 11RT~lT'.
v~;~~c~~ \ e\'~ ~ ~ 141 t4b.L~ U ~ v~ / Kt: V , ~~~iri I U j L ` SECTION 1
d ~ 4y / d lb
& LANDSCAPE PLAN
SITE GRADING & EROSION CD-25 k EROSION CONTROL PLAN 30 o 30 so so
UFFER IMPACT (IF APPLICABLE) Sheet Number
TRAIL COURTLAND DRIVE SECTION 1 DWQ WETLAND IMPACT (IF APPLICABLE) STREAM BUFFER IMPACT Scale 1" = 30' CD-25
1 = 30

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ti ~ a~ ~ LLARD 4/D-2 i~ ~ ,
1 ~ ~ ~ a a a~ WITH PAINTED DIAMOND a ~
r t~~; a d~^, , 4 " 4 n ~ 5 ~ ~ TREES <10° \ ~ ~ ~ ~ x ~ ~
I ~ ` ° a ~ TREE5 <10 ' ~ d ~ ~ ~3 ~
~ 1 ! 't ° ~ ,l \ ~ ~ 1 : 4 TM
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DELI A WETLAND AREA AP T I I 1 5 HAL L 0 \ 1 c, \ 1 1 c
417 5Q T - .096 AG ~ RE: 1 -1 0 IMP GT AREA ~ ~ ~ ~ z o
fi 2 F -.0 8AG 36 0 ~ ~ C~O~ D~C~~
TEMP I P GT 0.015 AG ~ ~ ~ SE 1A/~-1 FOR TRAM': GRADING ~ ~ o ~ ~ ~ 11 z ~~UV~~~
t ~ ~ \ ~ ~ -
~ ~ ~ ~ LEGEND
PROPERTY RELATED ITEMS ~ r ~ PT STA `
~ ~ / ~ EXI5TING PROPOSED ~ 6 LF BOARD K 152+95.69 ~ \ ~ ~ ~i o ~ ~a
~ . 6ro-6.1 ~ ,'\.o - - PROPERLY LINE ~
~ ~ ~ e- EASEMENT LINE ~ ~ ~ a \ ~1- s~ a a ~ ~ ffi ~ ~ ~ .5 ~ ~ ~ A ~ z 111 West Main Street
~ . " a a ~ STRUCTURE ~ ` O ~ ~ 11l .,'a a 1 L ~ A ~ ~ ~ ~ ~ Durham, N,C. 27701
1 i ' ~ ' a a d -o-o- =X=X= FENCE ~ °
° `!~a 5 ~ 1, DELINEATED WETLA AREA ~ ~ ~a o ~ G t ~ a ~ ~ 5036 5Q FT - ,116 AG v RETAININ WALL l ~62 , 7 ~ ~ \ !,x 0.0 ~ ~ ~ ~ z p 919.682.0368 l ~ ~ ~ ' 2 6 3.0 ~ ~ i f 919.688.5646
a \ BOLL 4/D-2 a~ ~ IMPAGT AREA ' ~ ~ ~ ~ ~ 1 ~ W Www.cjtpa.com
~ ~ s• G a TH PAINTED IAMOND ti, v:, ~a a1 ~ i 613 5G2 FT - .014 PAVING ~ ~ ~ ~ Q;
~ ; a' t TEMP IMPAGT 0.023 A EXISTING PROPOSED ~ ~
® v a Y i ~ ~ ' ~ ~ ' 4', a"a •
~ d 4 C STA CURB 8 GUTTER ' T . , ~ ~ ~ \ a -~''~~;~'°a v 152+50.17, ALL R~~EEDING OF DI TURBED ~ ~ ~ ~ ~ ~
~ ~ , a~a _ EDGE OF PAVEMENT ~ ~ ~ _ ~a a ~ AREAS I~ THIS SECTION 1S TO B ~ ' 1 ~ a ~ RIPARIAN GRASS M X, ~ CONCRETE SIDEWALK ~ ~ ~ v; ~ I
a . as a a ~ ~ ~ Sn SGHE LE r5(~ c a a i r ~ ~ I
' i ~ a a t ~ ALL TREES UNDER 10" i - ~ ~ ~ ~ ~ ~ ~ ~ ALL TREES UNDER 10" ~ - ~ ~ ~ ~ ~ TRUNK DIAM ~ ~ ~
PVG (GRITTE PIPE) ~ \ c ~ J ~ = a a a r ; ~ ~ ASPHALT SIDEWALK ' a . a a ~ , TRUNK DIAM ~ t r MIN. '16 LF ~ j ; ~ a, ~ ;
' \ t HEAVY DUTY ASPHALT SIDEWALK ~ Q ~ i f~SPHALT TRAIL , ,
t ~ ~ rro-1 ~ ~ y r
i sTA STATIONING FROM POINT ' ' LARD 4 -2 t+a3.2t OF BEGINNING ~ t I~ ~ r o ~ / " ~ ~ ~~~yl- t~ 'i l
' ~ L v ` ` WITH PAINTED DIAMO ~ POINT OF CURVATURE y Y t
~ l b aft? { ? i'T ~ POINT OF TANGENCY ~
'a a1`'' , ~ 1a61 UTILITIES ~ ~'7~ ~ 1~~~_
_ v t d EXISTING PROPOSED ~ q ~ q ~ P~ROTEGT00N ~ 0.0 'l ~
.ea 't UTILITY POLE ~ " ~ ~ ~ENG NG ~ ~ ~ ~ ~
' ~ ~ °~aG! t NO PE ANENT IMPAGT ON WETLAND ~ ° a a GATGH BA51N , ~ a s t AREA 2 To T-1 ® ~ ~ ~ RE: 3fC~-3 ~ \V ~ Project:
~ ~ a ° ~ ~ O Q° d I TE IMPAGT 0.066 ss RAISED MANHOLE ~ a~ O i ~ ~ ~
la 4a a ~ TOTAL DELINEATED WETLAND AREA' y~ ~ ~ ~ ~ ~ , THlRD FORK I
a 4° ° 4 ~ 453154 5Q FT - 10.4 G -s~- -so•- STORM DRAINAGE PIPING
r 6ad a a ` aw O CULVERT I I Y P as d ~,a t ~ ~ ~ y ~ ~ ; ~ , CREEK TRAIL
~ ~ ~ a ~a~ ; M - - SANITARY SEWER 1 1 TREE i'ROTEGTION ;
i ~ ad a4 a°i -Fa- FIBER OPTIC LINE I ~ ~ ~ ~ aad ~a4 t ' ~ ~ EENGING ~ ~ 51LT FNC~NG ~ ` ~ ~
t ~ a 4 a a a~, ~ NOTE: CITY OF DURHAM SEA LINES +E a a EASEMENTS SHALL BE AGGE551BLE AT ALL ~ . ~ ~ RE~ 2/17-3 ~ ~ ~ RE: 3/D-3
~ a. i ~ 102 LF AR(~WALK ~ a as ~c ~ TIMES POR MAINTENANCE AND REPAIRS ~
RED 6 6.1 ~ ~a ° + THROUGH CONTACT WITH THE ORAL ~ ry ~ ` ' ~ ~ rnraEr~u o~, sr~ rwu 1t~us 62.6 ~ ~ i
:y I a 4 i i ~ .v as ~ ~ CONTRACTOR. ~ a
. ~ ar 1 LLA 4/D-2 TOPOGRAPHY ~ , ~ 40, ~ v ~ ® ~ ~ , ~ ~ NORTHISOUTH
~ d y5 1 WITH P INTER DIAMOND r 338 _ 1 i- O CONTOUR 1
~ ~ Y• ' X 157.5 + 157.5 5i'OT ELEVATION (TRAIL G/L) ~ ~ TRAIL SYSTEM
~e t ~ ~ ~ ~ ~ i ~ ~ \ ~ ~ ALL T EES UND ~ o ! ~ ~ v ~ DURHAM NC
' 0820-17-11-8334 STREAM (TOP of BANK) ' ~ ~ ALL T EES UNDE 10" 1 TRUN DIAM TM 507-01-003 ~ ~ ' TRUN DIAM ! ~ ~s \
, ! t ; FLOODWAY 1 , CITY OF DURHAM ~ ~ ~ I ~ ~ \
DB 47 / 458 - FP - FLOODPLAIN (FLOODWAY FRINGE) i , ~ ~ ~ ~ \
ZDNING. R-80 t ~ ~ I I ~ ~ 50' STREAM BUFFER pURHp,M STREAM BUFFER ~ l~' s_ i USE. VACANT - c ~ _ ~ ~ ~ , ,x o.~p ~ ~ ~
~ ~ ~ w y ~ tl t REQUIRED (SIZE VARIES) ' ~ I~ I 1 + ~ ~ ~ ~ ~ ~ I~ ~ ~
} ~ ~ ' ~ ' 't NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ 262,9 ~ ,j j ~ - ~ ~ ~ OWNER:
i ~ TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. Q ~ 1 Q ~ ~ ~ ~ ~ ~ CITY OF DURHAM
~ ' 0 r ~a~; ~ R ~ 0 0 ~ ~ ~ ~ ~ ~ 101 CITY HALL PLAZA
~ 0 1 NOTE: WHERE NO PROPOSED GRADING 15 SHOWN, ~ ~-i ~ .a w d~ ~4 ~ PT STA TRAIL IS TO BE CONSTRUCTED TO A ~ ~ ( ~ DURHAM, NC 27701
i u- + w" ~ ~ al 150+30.39 ATION THAT MATCHES ~ ~ ~ FINISHED TOP EL1V ~W~~ ~ ~ ! I ~ (Y ~ ! ~ ~ ATTN: BETH TIMSON
~ ~ ~ v. ~ ~ < , w t LNG SIGN THE EXISTING ADJACENT ELEVATION. u» ~ I ; ~ ~ ~ ~ PARKS & RECREATION DEPT
~Ca ~ RE:1ro-8 ~ ~ ~ a a ~ ~ ~ , ~ ~ ~ o ~ t ph:919~(i0-4355
a} ?Y ~ Q WETLAND ~ 5TR1=AM EROSION CONTROL ITEMS ~ ~ DW ~ ~ ~ fx: 919-560-4021
! + ~ ~ BUFFER IMPACTS PROPOSED ~ 50'S M~BUFFER ~ ~ ~ RARY a -SF SILT FENCE (TEMPO ) 50' S M~SUEEER ~ ~ ~ ~ ~ / b o ~ ~ ~ © ~ ~ ~~y I ~
a PC STA } WETLAND IMPAGT ' ~ a ~ RE:2/D-3 ~ i
~ ~ ~ a t 1 9 .11 TREE PROTECTION FENCE ~ l ,
5 pr WETLAND TEMPORARY RE:3/D-3 (TEMPORARY) T~' r a s t ~ ~ v v v v v IMPAGT I tj ~ ~ ~ ~ I ~ ~ ~ 1 ~ ~
~ ~ ~ a ~ 4 ~ 1 cP5 - Tsa TEMPORARY DIVERS 0 ~ ~ ~ a ~ STREAM BUFFER DITCH RE: 5/D-3 1 ~ ~
~ ~ a a t r t! rtn ZONE1 IMPAGT gug ROCK PIPE INLET ~ ' ,t tad 4 coe v ~ ,i 2~2.~ ~ ~
.v tad i ~ } ~ ,a.4kda$My STREAM BUFFER PROTECTION RE. 1117-3 ~ ~ ~ s' > ' ~ ~ 1 b ° ° ' ° ZONE 2 IMPAGT SEDIMENT TRAP RE:91D-4 ~ , ~ o ~ ~
~ ; ~ ® ~ s a ~ ~ STREAM BUFFER (TEMPORARY) ~ ; } ~ ~ ~ ~ ~ ~ i ; ~ ~ {
' 1a ~ ~ ~ TEMPORARY IMPAGT ~ i r ~ , a t ~ Z ® ROCK GHEGK DAM o
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° ~ ~ , ~t ~a ~ 1~ { REMOVAL OF ALL TEMPORARY EROSION CANTI?OL MEASURES ` ~ ~ ~ R
~ ~ / ~a ~ ~ ~ ~ AND RESEEDING OF TH05E AREAS FOR STABILIZATION 15 ~ ~ ~ is ~ s rn>c~ ~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS,
r v ~ 'aa dd~ ~ y ~ 4r. ~ ~ ~ ~ ~ W y,
~ ~ ~ t. i 1 ~ l,..~ a 4 t l,,a a ~ DWQ 50 5TREAM BUFFER VEGETATION ~ 1 ~ ~ = x 1050 x
I~ ZONE t (30-FT) Q ZONE 2 (20-F1') EXI5TING PROPOSED ~ . ~ ~ ~ t~~'t + 1~EE ~'i20TEGlON ~ ~ ~ ~1~ ~4 ~
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v ~ v ~ , , S7REA ~ ~ ~ ~ ~ ~'oF~rN N A~,A,~`.
FRED NTER ~ ~ a ~ ~ ~ ,h'h ~ TREE/SHRUBS ~ ~ ; 4 ~ ~ 5° AK ~ NOTE THAT EXI5TING TREE5 ~ /
ZONE: -200/ t~. ~ ~a, ' o ~ q, ARE DRAWN WITH SCALED v ~ ROOT PROTECTION ZONE Zo m~ur g~ ~ BALL TREES UNDER 1(~'' ~ d ~ ~ ~ ~
i , ' ~ pip ~ ALL TREES UNDER 1 ~ p~ ~ ~ ~ EQUAL TO 1' RADIUS PER 1" ' ' ~ a' pG ~ ~ ~ph~ TREE TRUNK CALIPER 3 ~ TRUNK DIAM 4 ~ d r _ ~~~lll~~~ ~ ~ ~ TRUNK~DIAM ~ ~ ~ ~ ~ j~ ~ p
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> ~ ~ a ~ V s. ~ ~ 51LT F~NGINC~ ~ 1 ~ ~ Job Number: 0831
. ,y y ~ ' ' > 12E: 2/17-3~ ~ o !
NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF ~ ~ ~ ~ ` j ~ ~ 1 \ Drawn WLR CP JW JG KB KH
~ ~ PT STAB f FLAT BOARDWALK LONG BOARDWALK AND HEAVY DUTY ~ ~ t , ~ I ~ , s ~ ~ Checked DAJ EOS TRK SAB KH
~ ~ ~ ~ t ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ l 't Date 10128105 CD RESUBMITTAL
G3 O~ ~ ~ ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED ~ ~ ~ ~ ~ ~ l~ ~ ~ ~w ~ ~ ~ \ Revisions 2115106 BID SET ~ ~ ~ ~ WU~ ~ ~ 31D5108 ISSUED FOR
~ ; ~ ~ 1 , IN FIELD DURING CONSTRUCTION BY LANDSCAPE t a i ~ I , ~ ~ ~ "`n ` s ; ~ ~ , CONSTRUCTION
~ ~ ~ ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ~ y 10 A5 ALT TRAIL 1 ~ ~ ` ~ ~ ~ ~ t 2 6 2 ~ 6/151D9 BID SET
~ DURHAM PARKS AND RECREATION. ~ ~ ~ ~ . ~ REa 1/D-1 da ~ t v ~ i t ~ a t ~ a ~ ~ ~ ~ ~ ~ Z, ~ s~ ~ ~ 7/14!09 BID SET ~ ~ , ~ ~ ~ ti ~ ~ ~ 7127109 BID SET REV
~ ~ to ~ ~ ~ r ~ 9~ ~ s~ 417/10 DWQ REVISION
r 'Sa a t ; ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS N ~
~ ~ ~ ~ ~ a s ~a ° ~ ` '1 - - - ~ Z a 4 072 01 0'9 1219 ~ a , d t, ~ SILT FENCE OR TREE PROTECTION FENCE i ~ a ~ ~
~ ~ TM~ 418-01-001 ~ ~ ~ ~a . t a ~ 't rya ~ ~d t ~ as w..~ ~.~a4 ~ - ~ ~
CITE' OF DURHAM ' ~ 4 ~ • ~ ~ ~ ~ ~ ~ a a a 0 29-O1 09 819 DB 103 / 884 148+57.38 ,,a d ae : da ~ RNING 51 N I ~ ~ . ~ I ~ ~ ~ ,a~ ~ ~ ~ ~ ~
Z8 INGt R-10, rn._ la a _ M 418-O1- 1 ~ ~ ~ ~ ~ ~ a a no, `Q 5 ~ a ~ : 1f1-8 C TY DF DUR ~ ~ y ~ ~ ~ ` ~ ~ ~ i ~ CONSTRUCTION DRAWINGS i I
U~ ~ VACANT ~ ,p a c a a t ' ~ ~ in a ~ a a t 8103 / 884 N ~ t '~7 ~ ~ ~ ~s
0 ~ ~ ~ ~ ~ o ~ PC"'STA ; eta ~ a x ~ , as a < . ,h DNING, R-10 ~ ~ Sheet Title:
da ~ ~ ~ ~ ~ ~ ~ ~ 148+10.76 ~ ca a ~ .`i~~a SEt VACANT ~ ~ i
1 ° a t' ~ q 4 ~ ~ ' ~ s
i ~a 4a ~ ~4a t t ~ ~ I ~ ~ ~ a a a , ' )ydATC V ~O ~ ~,TC v TRAIL ~o ~ 1 ~
~ 11 ~ E ~ ~ ~ ~ ~ ~ ~ s ~ , r(1TTDTT AATT1 T1DT~~
Xd> I
SECTION 2,j1ti1 L nrv
SITE & LANDSCAPE PLAN GRADING & EROSI
CD-26 r & EROSION CONTROL PLAN 30 0 30 60 90
TRAIL COURTLAND DRIVE SECTION 2 DWQ WETLAND IMPACT (IF APPLICABLE) DVPQ STREAM BUFFER AfP - A BUFFER IMPACT (IF APPLICABLE) Sheet Number
1)) = 30' Scale 1" = 30' CD--26

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i ~ ~ v ~ 1 1 ~ " rnn p W
~ 1 i a x . \ ~ ~ V A ~ ~ t y ~
`,I d
~ ~ \ ALL RESEEDING OF DISTURBED 10 .G~M ~ ~ ~ ~ ~ SEE 1A~D 1 FOR TRAIL GRADING ~
~ ~ ~ , ~ ~ ~ AREAS IN THIS SECTION IS TO BE x ~ ~ ~ ~ V ~ ~ ~ I ~
~ ~ V SS MIX. ~ ~ n , ~ RIPARIAN GRA ~ I ~ 1 ~A
REMOVE ~ ~ 4 I ~ ; \ ~ _ ~
~ EXIST. TREE n ~ ~ ~ $v1 V A \ W TM
~ ° ° \ \ 0820-17-10-6287 ~ ~ ~ \ ~
~ °`a°a \ ~ + CASWYCK-HVF LLC ~ 1 \ ~ v
~I ~ 4°, V A DB 2246 / 109 • 't~ 4 . \ \ 1 ~ ~y~~ ! Z~NING+ PDR-3,44 ~ ~ \ V A ~ \ ~ o
d ~ i \ 1 ~ USES VACANT ° ° ~ ~ y ; ° \ ~ o
d° ~ \
0820-17-11-2334. o , , a° ~ \ ~ _ TM 507-01-003 0 ~ ~ ° a°, ~ V ~ ~ . TREC~S 10" \ z
CITY DF DURHAM 4 ° ~ ~ THE S 10" LEGEND
' Q ~ DB 47 / 458 ° 4 , ~ ~ PROPERTY RELATED ITEMS
ZONING, R-20 ° \ \ ~ ' A ANT ° ~ ~ EXISTING PROPOSED TREE PROTECTION USE V C ~ ~ \ \ , PROT~GTION ~ t ~ ~ \\`E ~e ~ ~ ~
DELI TED 1^ET Nl~ ~ - - PROPERTY LINE FENCE RE: 3/D-3_ ERE: 3/D-3 ~ 'i ~ °
` ~ ~ i ~ ~ \ AREA - - - e- EASEMENT LINE ~ \ , TEMP IM ~ 0.017!- ~ ~ , v ~ ~ ~ ~ 111 West Main Street
~ ~ ~ ; v \ ~ Durham, N.C. 27701
' ~ ~ STRUCTURE ~ ~ ~ ~ \ i ~ ~ i ~ V 1 =X=X= ' C ~ _ A v \ ; ~ ~ ~ z p 919.682.0368
( ~ ~ -o-o- FENCE _ i
i \ ~ ~ \ ° ~ RETAINING WALL ~ ~ , ~ ' - - _ ~ ` ~ ~ \ ~ ~ f 919.688.5646 ~ 4~' ~
w \ \ v \ ~ v ~ r ~ W www.cjtpa.com
% ti I G PAV N - \ 1 I 'r 5 I \ \
\ \ EXISTING PROPOSED ~ \ \ ~ \ TREES < 10 4 \
\ ~ TREES < 10 \ I l7 \ \ . GuRB ~ GuTTER ~ \ 1 ~
1 i ' ~ ~ \ ~ / EDGE OF PAVEMENT ~ ,.per ~ C~ ~ t~ ~ \ ~ 4 , 1 ' Y~;f
_O
. ~ \ . ; CONCRETE SIDEWALK a ~ ~ ~ \ 6s ~ ~ \t \4 ~ I~ vi ~ ~ ~ ~ A ~
I - \ ~ O - + ~ ASPHALT 51D1=WALK t ~ \ ~ ,
\ ~ ~ \ 1 ~ ~ ~ 1 u O ~
O HEAVY DUTY ASPHALT SIDEWALK _ ~ 1 ~ _,1~ \ - ~ \ ~
~ ~ ~ ~ 1 \
l ~ _ ! ~1'- srA STATIONIN FROM POINT C~ t+as.zt OF BEGINNING
~ \ J1 ~ ' \ ~ ~°ly. ~ POINT OF CURVATURE
{ ~ ~ pr i\ POINT OF TANGENCY
~ ~ ~ ~ UTILITIES ~ ` ~ y ~ 6- EXISTING PROPOSED
i \ i ~ 'e } UTILITY POLE \ \i ~ ~ ~ \ ~
1 ~ 't ~ef7 e \ \ / t r ~ ~ ~ ~ \ \ Project:
; % ~ ~ GATGH BA51N \ ~i ~ ~ \ - ~ ~ ~
ss RAISED MANHOLE ~ ~ ~ 1 s, ~ ~ ~ ~ ~ THIRD FORK
I ~ ~ s~- STORM DRAINAGE PIPING (r~ s~ ~ y ~ v `v 1 ~ ` ~ - - ~ CREEK TRAIL
~ fit, t.~ 1 flc 24 I ~ \ ` ~ © CULVERT
t ~ ~ . ! 0~' \ \ - - SANITARY SEWER
O W FS' • ~ ~ ~ \ ~ ~ '';~J i -FO- FIBER OPTIC LINE
\ \ ~ 4 ~ E
NOTE: CITY OF DURHAM SEVER LINES ~ \ ~ ~ EASEMENTS SHALL ~ AGGE5518LE AT ALL N v
\ ~ ~ ~ ~ ~ ~ ~ / ° \ ~ ~ TIMES FOR MAINTENANCE AND REPAIRS V ~ ~ ~ ~ ` ~ ~ ~ ~ ""y, \ ~ DuxHnn Ogre SPnw erm'l~s v
u. ~ ~ ~ ° ~ \ THROUGH CONTACT WITH THE. GENERAL ~ CONTRACTOR.
. ~ a ~ i
44 ° ~ f/ ToPaGRAPHY I ~ ~ ~ ~ ~ ~ >`v NORTHISOUTH
i ° i 338 _ ~ ~ ~ DELINEATED WETLA AREA GoNTOUR ~ a ~ E ~ ~ ~ ~ i ~ ~ ~ ___,v"~ ~ ~ ~ TRAIL SYSTEM
h- =`~4 ° ° ~ ~ 4949 5Q FT - .114 AG X 157.a + 157.5 SPOT ELEVATION (TRAIL G/L) ~ - , , ° a° ~ fMPAGTED AREA of BAN !50' ~ ~
M EUEEER ~ ~ , ° \ - STREAM (TOP K) ~ DURHAM NC /50~ STi~AM BU~FL-R ~ \ ~y y
- STREA , ,.c, ° ~ 104 5Q FT .002 AG 50' ° ~ n p \ ~ ' .
~ , ° TEMP IMPACT O.Oi9 AG ~w _ . FLOODW,4Y ° ~
~ ~;3`F;~~ G~ ° ° ~ ~ - FP - F OODPLAIN /~LOODVdAY FRIN6>rJ ©r4°°~4 ~ L l~ tm`~ ~ d° i ~ i ~ ~ ~ v ~ ~
U t ~ 50' STREAM BUFFER _ °a 1 i DURHAM STREAM BUFFER - ~ { _ JI ~ ; ~ ~ ~ ~ ~ ~
- - \ I REQUIRED (SIZE VARIES) 1
~ J~ r EXCAVATED MATERIAL t, ~ i ~ NOTE: NO FILLING IN FLDODWAY. ALL a G f ~ ~ ~ ° , ~ ~ ~ \ ~ r' ~ ~ ~ _ \ GINNER:
O TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. k ~ \ 1 51LT~ GING r-.. ~ ; ~ ~ \ ~ _ ~ CITY OF DURHAM
r ~ \ s R~: ~3 \ ~ ~ J ~ ~ \ 101 CITY HALL PLAZA
DELINEATED WETLAND AREA NOTE, WHERE No PROPOSED GRADING IS SHOWN, ~ ~ I DURHAM, NC 27701
3668 SQ FT - .084 AG TRAIL 15 TO ~ CONSTRUCTED TO ; ~ a° ; ~J... FINISHED TOP ELEVATION THAT MATCHES ~ • \ ~a , \ ATTN: BETH TIMSON
e ~ IMPACTED AREA THE EXISTING ADJACENT ELEVATION. ~ ~ ~ 452 5Q ET - .010 AG \ a ~ ~ S'~ ~ ~ PARKS & RECREATION DEPT \ ~ ~ ~ ~V ~ ~ ph:919-560-4355
Z' \ TEMP IMPACT 0.019 DWQ .WETLAND ~ STREAM EROSION CONTROL ITEMS \ ~ \ ~ , ~ fx:919-560-4021
4 ~4 4 s I~JFFER IMPACTS PROPOSED _ -
° t i SILT EENGE (TEMPORARY) - - 4 ~ ~ ~ \
_ / ° ~ WETLAND IMPACT -SF TREE PRO~EGTION ~ ~ ~ ~ ~ ~
'~,,a n° a V~ ~ TREE PROTECTION EENGE \ u ° ° ~ ~ : n v n n n WETLAND TEMP RE:31D-3 (TEMPORARY]
~'y , ;..'i `5 a ° IMPACT TEMPORARY DIVERSION RE:~ 3/D 3 ` ~ ti ~ ~ r
~ , e°~ Y STREAM BUFFER - rsn - DITCH RE: 5/D-3 ~•Y° ~ ZONE1 IMPACT boa g ROCK PIPE INLET ~I ~ ~
~ 0820-17-11-2334 ~ t ~ ~ a STREAM BUFFER PROTECTION RE. 1/D-3 ~ , ~ \ j ~
° ° TM 507-01-003 . ~ . t ' ZONE 2 IMPACT RE:9 -4 '~i a a SEDIMENT TRAP /D 1 s
~`>i ~'y 1;,~~ 4 ° i CITY OF DURHAM AM BUFFER ® (TEMPORARY) y
> , .aa . ° ~ DB 47 / 458 ~ ORARY IMPACT ~ \ . ` ° ° a ~ TEMP ~ ROCK GHEGK DAM ~ ` ~ ~ ~ , ~ ° ° ZONING, R-20 - MPORARY ~ \
~ ° ° ~ USE. VACANT ~ ~ k ° 4 ~ ~ ~ ~ ~ ~ ~ 1111111111111
~ ~ cp a ~ ' ~ REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ~ ~ ~ ^n ' + EDING OF THOSE AREAS FOR STABILIZATION 15 ~ CAR
y ~ ' ~ ~ ~ ~ G ' AND RESE CONTROL PLANS. ~ \ TO BE COMPLETED PER APPROVED EROSION v ~ ~ , : ~ aoscq . i ~ ~ V s ~ : O : ~,A AF L
- ~ t •`r ~ ~V r ~
~ ~ A _ t. . , , : r ~ ~ ~ ; ~ ~ ~ DWQ 50 STREAM BUFFER VEGETATION '~i \ ~ ~ ~ 1 ~ F ~ ~ w:F~ 1050 ~ \ ~ ~ 9 ~ ~ \i~K 1f Id. X .N y~ X
~ \ x ~ ~ f , , , E ZONE 2 20-FT EXISTING PROPOSED ~ ~ •n ~ t..,l4K ZONE t (30-~T) ( ~ V~ ~
'lam y ~ \ i ~ ~ ~ ~ \ ~ ~ AK TREE TO BE REMOVED ~
' \ x . ~ sr~Ep~ TREE/SHRUBS m
~ NOTE THAT EXISTING TREES 6° aK ARE DRAWN WITH SCALED ~ t } i ~ 1~ ~'~'g ~ ~ ~ ~ i' ~ ~ ~ ~ ~ i ~ S `j ! / ~llllllllil 1 ~ ~ ~ s' ~ 1 ~ ~.i , \ R S
~ ~ ~ \ / ROOT PROTECTION ZONE ~ ~ IU5 PER 1" ~ ~ ~ ; ~ ~ I ~ zqt~~ t EQUAL TO 1 RAD ~ ~ ~ ~ ~ A~~ ~ ~ ~ ~i ~ ~ ~ - \ \ \\1 ~ ~4
~ ~ \ 10 ASPHALT TRAIL ~ TREE TRUNK CALIPER ~ ~ ~ ~ .N '1 u ~ t
~ ~c ~ RE: 1/D-1 a, ~ BUk'~~ ~~,;-.rT. _~m VEGETATION LINE ~ d 1
FLOODWAY ~ NT5 ,-A ~ '`1y ~ v v t ~ ~ ~ ~ , ~ t ~ ~ Job Number: 0831
5-BN - NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF _ _
~ ~ \ ~ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY ~ ~ \ ~'`1y ~ ~ \ ~ \ ~ ~ ~ ~ ~ Drawn WLR CP JW JC KB KH
~ \ I ~ ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ ~ ~ \ \p ~ ~ Checked DAJ EOS TRK SAB KH ~ o ~ ~
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w IMPACTED AREA - 0.012 A~ " TIMES FOR MAINTENANCE ANp REPAIRS " \ " " ~ \Y \ " ~ ~ 0"RGP- 62,3 rnrnEwc GPI srsc~ aim Txa¢s
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" " ~ " " 164 20.0 y " ~ X64 • " ~ ~ " ° y r " ®10" M TOPOGRAPHY ~ ° \
" " " ~ ~ ~ ~ ~ t " v ~ ' ~ ~ ~ d ~ NORTHIS~UTH
o r r ~ O. I .A;. 338 _ y . " " ~ , CONTOUR " ~ ~ ~ ~ vv ~ y ~ v ~ ~ ~ ~ ° ~ ' ;~i~, ' ~ TRAIL SYSTEM
" y ~ 1..1 ~ X 157.5 -F I N 1 Rnl G ~ ~ v " ~ l 157.5 SPOT ELEVAT O ( L /L) ~ ~ ~ 0 ~GLE,~R TREES TO 10„-----_.. ~ ~ y _ ~ ~ ~ ~ ,TREE PRO GT~ON r ~
0" 132 BOARDWALK p " " ~ • ~ i<ROM NEW ASPHALT ~ ~ ~ y o° ~ ~ EE LING = ~ ~ ~ ~ ~ ° , ~ DURHAM NC ~ ~
\ OWER WETLAND y; - ~ Y, " STREAM (TOP OF BAN ~ \ ` TRAIL ~ \ " \ ' \ ~ m ~ RE.'y 3 ~ N ~ ~ `
W'10 ASPHALT ~ , ~ ~ F,~ FLOODWAY " - : ~ ~ ~ r
" " " TRAIL r ~ _ ~ , " ~ ~ - F~ - FLOODPLAIN (FLOODWAY FRINGE) , ~ \ \ RE. fro-r ~ ~ ~ ~ ~ \
~ 16 .G M } 50' STREAM BUFFER \ ~ ~ i\ " " N ~ " ~ r x y DURHAM STREAM BUFFER ;A c \ `~A~ ~ ~ \ ~ ~ ~
,1Q _ " k~~ 14" ~ > '4 REQUIRED (SIZE VARIES) ~ ~ Q tw ® ~ i s ~ ~ ~ `t l ~ ~ 4 v
X ~ " r Z ~ ' EXCAVATED MATERIAL X ti~ ~ ' " " ; , ~ ~ " ~ NOTE: NO FILLING IN FLODDWAY. ALL j ~ ~ ~ ~ ~ ~ N , OWNER:
~ ~1 \ TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN, ~ + \ ~ A ~ \ ~ ~ ~ - , ~ ~ A CITY OF DURHAM
. Y ~ ~ R ~ , .y~ _ ~ , ; ~ ' ~ , \ ~ 101 CITY HAEL PLAZA
' ` 1$ ~ ~ ~ ; ~ 4 NOTE: WHERE ND PROPOSED GRADING 15 SHOWN, ~ \ ~ - r ' ~ ` ~ ~ ~ DURHAM, NC 27701
~ ~ ~ " ; ;1;~ TRAIL 15 TO BE CONSTRUCTED TO A ~ ~ ~ ~ . ~ ~ " ~ ~ FINISHED TOP ELEVATION THAT MATCHES ~s~ ~ " , ATTN: BETH TIMSON ~
4 . s . I " " THE EXISTING ADJACENT ELEVATION. ~ , o GH~~~ti` " ~ i` ~ " 014" U 1'b 1 ~ ~ ~ ~ ~ ~ ~ i ' ®14" , U ~ ~ ~ 2" S G ~y, ''t PARKS & RECREATION DEPT
~4&,, ~ I ti~ i ,0 i x X ~ ~ ph:999-560-4355 I ~ ~ ~ ~ ~ ~ ~ ~ 919-560-4029
R, ~ ~ : . s ~ _ , ~ ~ ' ~ " ~ DWQ WETLAND ~ STREAM EROSION CONTROL ITEMS o ; ~ , ~ " .-y.___ a ,r u ~ ,~i
" ~ BUYER IMPACTS PROPOSED ~ ~ • i~ ^ ~ _ ~i ~ ~ ~ ' 12" S M MPORARY -PH ~ A ~ ; ~ - SILT FENCE (TE y ' ' . ' ~
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t x ~ - ! ~r IMPACT ' , ~ ~PHASE 18 " ~ • i _ Tsn _ TEMPORARY DIVERSION V ~ ~ ~ ~ ~oF ~
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~ ~ " ®1~" O ~ ~ ZONE1IMPACT N ~ ~ OD 2$.1 ~ '9 ouS ROCK PIPE INLET " ~ . ~ STREAM BUFFER PROTECTION RE:1ro-3 N l \ r ®1~" P ~ ~ 0
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~s " Y ~0" P , TEMPORARY IMPACT " ~ ® ROCK GHEGK DAM ' T, i J2 RE:7ro-4 (TEMP01?ARY)
0 "DELINEATED WE ~ LAND A E ~ i " " /~I, , ~ ~ ~ ~ ~ ~
I 2870 ~Q FT - .066 A ®14 C t` yg ~ REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES ~ ~ ~ ®14 c ~ ~ o'~~ CAR~'~, I
~ NO IMPACT AREA AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 " 0 ~ i TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS.
ALL RESEEDING OF DISTURBED I • S , C~' ~ , ~ " 1 ~E ~ ROTEGTION y, ~ ~ ~ ; 2 ; 9,,; v ,
AREAS IN THIS SECTION IS TO BE ~ ~ ~ U P R VEGETATION RIPARIAN GRASS MIX. I WARNING SIG S ~ DWQ 50 STREAM B E E ~ ~ ~ ~ ~~cNG~ RE. 3/n-3 \ ~ ~ ~ _ _ ~ ~
O ~ d % 1, `ZONE 1(30-FT) d ZONE 2 (20-FT) EXISTING PROPOSED RE: 1/D-8 S ~ ~ 4 ~ ~ ~
END BOA a a " ~ ~ ~ • aK TREE TO BE REMOVED ~ / t~ °4 ~ 1 / 1
S a oa ~ StRERM 4 4° ~ ~ 7REE/SHRUBS ~ I I J ~ l \ 1 6 ~ ~ ''%F~~N H A~`Po`,
5 caa 4" SY ~ 6° AK , ~ NOTE THATNEXITH ~AL~EDS ~ ~ 1 l ~ a a a e„ ARE DRAW W ~
, a I ROOT PROTECTION ZONE ~ S i a° ° ~ ~ EQUAL TO 1' RADIUS PER 1" 1 ~ ~ 1 l I ~ ~ t
G V' ~ ~ ~ a ° ~ .d~N~ 1,~..~ TREE TRUNK CALIPER I ~ 25 LONG BOARDWALK c°, " ,
RE: 6n7-6.1 a _,..l e 4 a c ~ . NR HtttF~'R VEGETATION LINE ~ 1 ~ \ ~ \ ~ _ _ ~ \ s~,~E~~\ S ~ '`x,65.8 ~ov~~~ ~ ~ ~
~ ~ ;,a 4 4°' NTS Q ,y14 Q 1 PR'l Ski ~ ~ ~ \ ~ ~ A ~ S~~ \ \ ~ ~ \ , Job Number: 0831
S ee ~~~~°°a NOTE: FOR BIDDING PURPOSES. ASSUME SECTIONS OF 1 ~r
~ r START BOARDWALK a', ` ° i " ll 1 0~ a c FLAT BOARDWALK LONG BOARDWALK AND HEAVY DUTY S .e ~ a; ;4 ® LP , S \ 2 ~ ~ 9 ~~o~ ~ti~ ~ ~ , pp Drawn WLR CP JW JC KB KH ~
S o'` oo (2) BOLLARD 4/D-2 WITH A x _ ,d 4 c ` ~ KING N ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN I I S S e 4 ~ arc ~ I SS ~ ~ o ~ ` ~ ~ Checked DAJ EOS TRK SAB KH S~~ ~ ~ e~ SEE ~ 1 A/D-1 F~R TRAIL GRADING ~ ~ \ ~ Date 10128105 CD RESUBMITTAL
S--__ PAINTED DIAMOND ° ~ a 4 - 0 P NS BUT ACTUAL LOCATION WILL BE LOCATED I S •,o c ~ ~ N LA I ~ a41. 4q`'a r
°a c IN FIELD DURING CONSTRUCTION BY LANDSCAPE I I Q q 4C, y li•~ 1 ~ / ~ ~ ~ ~ ~ ~ Revisions 2115106 BID SET
- - - c ~ R i D BY GENE AL SERVICES AND f 0820 17 11 2334 a~4,: ~4,°a a: I ARCHITECT AND VE IF E R I I j ''1 \ \ ~ 1. u ~ . ~ t ~ ~ ~ \ 31051D8 ISSUED FOR a CONSTRUCTION
TM 507-O1-003 c ~ ' c c° t DURHAM PARKS AND RECREATION. I ~ ce`;', tar,°c` I It CITY DF DURHAM c a c° ~ + ! I ~ ~OT~ TI~AT ~~w STORM ~ ~ ~t ~ Y ~ ~ 6115!09 BID SET 7114/09 BID SET
( Qa,+, a ca: ~ I II DB 47 / 458 ;_.Paa 1 ~ i _ DELINEATED WETLAND AREA ~4c ~ 4 ° ~ y J Di~INI~C~ PIPS MUST ~ ~ ~ ~ ~ ~
ZQNING~ R 20 Q; ^ c c° ~ / WHERE NOT INDICATED LIMIT OF CONSTRUCTION WORK IS ~ ~ I ~ ~ ' J 4A1110 DWQ REVIS ON I ~ J ~xT~Nn ~~o~d ~~~~5 ~ ~ ~ ,
1 USE; VACANT 14622 SQ ET - .336 AG ° ~ ac , ~ i , y l , IMPACTED AREA 4 a4~, ~,c Qa I SILT FENCE OR TREE PROTECTION FENCE / I ~ << ~ 1 0~ SANITARY SEWER , r
R02 SQ FT - .0 1 AG a ~c c ° ~ I r 4 11 EASEMENT ~ ~
~tc°a~~ ~ STORM SEWER ELEVATIONS SHOWN ARE APPROXIMATE ~ ~ ~ I
<<` ~ '~`°a° ~ AND SHOULD BE VERIFIED IN FIELD BY CONTRACTOR. ~ 1 PC STA ~ ° c c° CONSTRUCTION DRAWINGS
160+94.16 ' ca ~i'' l / N ~ ~ r l / ~ ~ c~1 ~ ~
PC STA I ~ ~ ~ ~ 1 ~ ( ~ Sheet Title:
160+85.74 • / I ~ / ~'l~ y
~ / ~ \ / MATCHIINE x ~ ~ •~.r ~ ~ ti l ~ ~ATCx~ x , ~ ~ TRAIL -
NEW 1o ASPHALT ~ ~ ; c 1~
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TRAIL - SOUTHERN BOUNDARIES PARK SECTION 1 DWQ WETLAND IMPACT (IF APPLICABLE) DWQ STREAM BUFFER IMP - d BUFFER IMPACT (IF APPLICABLE) Sheet Number
1" = 30' Scale 1" = 30' CD-28

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~ _ ~ o ~ v~ `R , ;.~pHA E ~ c~ 1 ~ ~ ~ ~ a ~ ~ z p 918.682A368
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_ ~ EXISTING H.G. RAMP KNOCKDOWN „ `z' 1 ~ BOLLARD - ~ e ~r> , ~ Q~ d ~ ~ t 0820-17-Z1-0258
- _ , _ . , " " Q~ d i o ~ ~ ~_~.t ~ 1 ~ ~ ~ 509-01-001
TRAIL 1A ~ Q~ ~Q~~ i,IdATC i~ ~ • • u CASWYCK-HVF LLC ~ ~ s y ~ DB 2846 / 109
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, , '~T~N TRAIL 1A ( ~ . ~ . ~ p C STA ~ ~ ~ ~ ~ ~ • ~ a ~ USES VACANT
N6 _ 0+00 51DE TRAI ~ ti .„,;e~ ~ ~ _ . , ~^IA 9 ,a_ # / _ 1 i •
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ALL RESEEDING OF DISTURBED ~ _ _ F -
1 a CD 29 _AREAS ON THIS SIDE OF TRAIL IS - - - ' ~ L - BE._FESCUE GRASS. ~ - - AREAS ~ ALL RESE ING F DISTURBED ~ _ ~W~- ~ AREAS ON STREAM SIDE OF TRAIL ~ _
PLANTING DETAIL ` - - I TA 166+13.63 - IS TO 20, - IS TO BE RIPARIAN GRASS MIX. ~ ~ ~ , ~ Project:
_ CI UR . _ AI TRAIL= ~ # }T v f
~ + 6 SIDE TRAIL 1A { z ~ 7 ~ ~p
~J'~ ~ c~ ` O _ ~ 1 r ~ - - ~ THIRD FORK ~ _ t ~ ~ ~
~ ~ ~ ~ CREEK TRAIL
SITE & LANDSCAPE PLAN
TRUGTED IN ROAD NOTE: ALL TRAIL CONS DWQ WETLAND IMPACT (IF APPLICABLE) r,F-~ ~\r-1
RIGHT DE WAYS ARE TO BE CONSTRUCTED A5
CONCRETE 51DEWALK TRAIL RE: 7/D-1 DpRHAr[ 6P~rr Sraac~ arm TRAILS
- _ ~ .f__ _ , . p; _ ~ ~ ~ i ~ ~ ~ ~ ~ NORTHlSOUTH
_ ~ ~ :r
~ SEA 1A~D-1 R TRAIL GRADING - ~ ~ EXIS LNG STORM . ~Y ~ JG STORM ~ TRAIL SYSTEM
~ - ~ ; ( ~ DRAIN SYSTEM-, ~5Y5TEM GoNS ; TI ~ ~ ~ ~ ' ~TC~ ~ a ~ DURHAM NC
~ W 1 3 I , ~ ; \ , l yr , ~ ENTRA ~ ~ . v y
w t~ ~ ~ Q
\ - 1 - _ z ~ Q ~ ~ w_-. p - r < V~ ~ ~ d 'I I
1 _ ~ EXISTING PARKING 0 . ~ F i ~ ~ ~ l
\ ~ \ LOT TO REMAINS w ' ~ ~ ~ i ~ ~ ~ \ ; N
i ~ UNDISTURBED' ~ , \ A \ \ ~ ~ , ~ ( 1...!a 1 ~ ~ INLET PR~ ~ X% ~ ~ i ~ ~ ~ • P
INLET PROTECTION ~ . ~ ~ _ ~ 1 „/SyC ~ } r~; ~ ~ ~ ~ f ~ 51LT FEIN ~ ~ ~ • OWNER: DETAIL S/D - 3 ,
~ ~ ~ ~ ~ FLDOD
~ ~ v ~ , l - ~ - ~ , ~ ~ ~ ~ 1 ~ RE: 2/D-3 ~ r ~ ~ • ~ ~ CITY OF DURHAM . ~ _ ~ , ; ~ ~ ~ ~ 101 CITY HALL PLAZA
_ti A _4 _~I ~ ,M~ ~ ~ ~ ~ ~ I~~ 12" ~Y~ f' ~ ; ~ ~ • y ~ DURHAM, NC 27701 \ 6 k'' \ { s N Y
„ \ - ~ / / ~ ~ / P KI G T Y
~ ~ ~ ~ , ~ ~ r ~ ~ TREE ~ _ • ~ ~ ATTN: BETH TIMSON i ~ ^ ~ I ~ ~ ~~'P~0 GTION ~ ~ ~ PARKS ~ RECREATION DEPT
\ V ~ ~ I / DI A t h 919-560-4355 NGING ~ ~ ~ f f ~ I / ~ ~ ~ ~ ~ fx: 919-560-4021
~ ~ ~ ~ / STORM R ~ ~ 7 C . ~ : 3/D-3 ~ Y 1
~ - _ ~1
~ ~ ~ ~ ~ ERS ~ ' 1 1 ~ ~
~ c~~4- ~ _ ~ Z _ MATG E~~ G _ -"r _ _ ~ ~ ~ ~ T0~ M DR~INAGi~ " l ~ ~ ~ ~ ~ Y ~ r N
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~ ` _ J - ~ ~ ~ ~ - - .MLK BRIDGE J
. l ~ ~ l~IL 1`ENG~N ~ ^`u f : Drawn WLR CP JW JC KB KH _
- - ~.y - - - _ _ ? • ' , 2~'" ~ ' ~ ~ ~ ~ Checked DAJ EOS TRK SAB KH
. ~ T , , , _ _ _ - . , - , Date 10128!05 CD RESUBMITTAL
CD-29 Revisions 2115106 BID SET
GRADING & EROSION CONTROL PLAN 3105108 ISSUED FOR
AIL - SOUTHERN BOUNDARIES PARK -SECTION 2 TR ~"=3a' DWQ STREAM BUFFER IMPACT IF APPLICABLE CONSTRUCTION ) 816109 BID SET
8131109 NCDOT comments 417110 DWQ REVISION
PAVING
LEGEND TOPOGRAPHY tic
OPERTY RELATED ITEMS EXISTING PROPOSED ER0510N CONTROL ITEMS PR PROP05ED 33s _ ~ CONTOUR N' EXI5TIN6 PROP05ED CURB rf: GUTTER NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF C CONSTRUCTION DRAWINGS
~ t57.5 + 157.5 SPOT ELEVATION FI PROPERTY LINE --SF SILT FENCE (TEMPORARY) RE:2/D-3 VEGETATION A, FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY <•a•®®pa!•e• •®rog• PHASE 1A ~~d
_ EDGE OF PAVEMENT ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN
- EASEMENT LINE ~ PROTECTION FENCE RE:3/D-3 STREAM (TOP OF BANK) EXISTING PROPOSED ~ ~ CONCRETE SIDEWALK TEMPORARY) - ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED # • • . • • • • @ ~ tiq~ Sheet Title: IN FIELD DURING CONSTRUCTION BY LANDSCAPE
-------rw-- FLOODWAY ° AK TREE TO BE REMOVED I[\ STRUCTURE ASPHALT 51DEWALK _ Tsn - TEMPORARY DIVERSION DITCH RE:S/D-3 AI ARCHITECT AND VERIFIED BY GENERAL SERVICES AND _
- - - - FP - FLOODPLAIN (FLOODWAY FRINGE) TREEISHRUBS ING TREES I 6.........;,.. .-X-X- FENCE NOTE THAT EXIST D NAVY DUTY ASPHALT SIDEWALK 8~,° ROCK PIPE INLET PROTECTION RE: 1/D-3 6"oa,~ " ' ~ ARE DRAWN WITH SCALED
oo° 50' STREAM BUFFER RETAINING WALL DURHAM STREAM BUFFER ROOT PROTECTION ZONE E~5 DURHAM PARKS AND RECREATION. PHASE 1 B SOUTHERN
rs I GrnrintiiN~ ~~znM ~nlNr SEDIMENT TRAP RE:9/D-4 r~F~iiaFn f5~~~ vAa~F~I F~IIAI T~ 1 12ADIU5 PER 1 z 1~(1TTATTI A i~?TPC
L V V II l/ri1%pIJLJ i
UTILITIES +4E21 OE B)~61NffNG (TEMPORARY) TREE TRUNK CALIPER EXISTING PROPOSED POINT OF CURVATURE ® ROCK CHECK DAM RE: 7/D-4 NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS PARK
(TEMPORARY) VEGETATION LINE WHE POINT OF TANGENCY TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN. SILT FENCE OR TREE PROTECTION FENCE 30 0 30 60 90 SECTION 2
e UTILITY POLE CATCH BASIN -SD STORM DRAINAGE PIPING REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES SHOWN TRAIL NOTE: CITY OF DURHAM SEWER LINES 4 Sheet Number
® R STABILIZATION 15 NOTE= mERE No PROPOSED GRADING15 EASEMENTS SHALL BE ACCESSIBLE AT ALL CULVERT AND RESEEDING OF THDSE AR ED 15 TO Be GONSTRUGTED TO A FINISHED TOP ELEVATION I pm Egg
55 RAISED MANHOLE C===== TO BE COMPLETED PER APPROVED E EROSION CONTROL PLANS. THAT MATCHES THE EXISTING ADJACENT ELEVATION. TIMES FOR MAINTENANCE AND REPAIRS -ss- SANITARY 5EWER THROUGH CONTACT WITH THE GENERAL Scale 1° = 30' CD-29
CONTRACTOR.

l , ~ -
RD \ ST M RAINAGE PI 0 f L i , NOTE: t _ ~ \ i . DRAINAGE PIPE SCHEDULE _ ~ ' ~ ~ ~ ' L~4 ` ` ~ ~ ~ W ~:,t i , ~
1 . j SIZE .I p.. ~ WHEN REPLACING FENCING IN THIS AREA, THE " SIZE LENGTH SLOPE ~ - ~ f - _ \ ~ ~p 14„ x . • , r ~ I
'~I t ~ ' ~ ~ ~ OPERATIONS FAGILITY NEEDS TO BE SECURED AT L1 30 ~ ~ PC STA L2 30" 30" 20' 0.75 ~ ~ ~ v ~ ' ~ 13 ` ~ \ \ ~
~ ~ I 175+13.98 THE END OF EACH DAY. DO NOT LEAVE FENCING " ' ~ ~ ~ ~ ~ EW MANHOL ~ ~ 30" 12' 1.0°/0 ~N~TRUGT~ N)=W C~.URB INLFT-4 r; oa~ U.\ DETAII. 7/D x
~ o~j OPEN OVERNIGHT. PARKING LOT AREA MAY NOT ,i 1 ~ ~ .~~o ~ L4 1811 18" 12' 0.5% A5 x~Ht~ --I~FT~IL 6 -7. NEW CB-~ L12 t r ~
'f 6 IG „t BE AGGE551BLE FOR TRAIL CONSTRUCTION ON " ~ r L5 1811 f I WEEKENDS. 18" 18' 1.0°/u TC .2Z0,2_ IN 264.99 ° GONNEG~ NE~I~RB INLET`-fiT ~~~v oUT 265:5 ~ ~ ~ , OAT 264.89 Q
a ~ ~ t 11 i; TE: CO TRACTOR ;TO REMOVE " ~ L6 18 18 12 0.5/o NEY`~Mt~ WITH 18-INGH ~~L11 ~ ~ OP ~LEV 270.2'+ i
ii E TifdG- ~ G & ~ RESTRIPE AS 8 1V ~ ; ~ „ , 1N_~ , ~ ~ I L7 30 30" 12' 1.5% RG . 5EE HEDlJ1_E~~r6R ~ I~" ~ ~ ~ ~ " ~OP a TM
# ~ SHOWN - : ~ ~ % NOTE: L8 24" .df~. , 24" 12' 0.5°l0 D METER PIPE. f - - , t ~ ~ a _ W
i ' ~ : e,~` I ~ ! ELEVATIONS SHOWN OF PIPING AND GATGH BASINS L9 24" j - " PROVIDED BY THE CITY OF DURHAM A5-BUILT L10 24 . NEW. GU i ~ ~ EW M~NHOL~~4A' ~ o 24 12 1,Oo% r i ~ SEF~DETAIL 7/d~-7 ~ Z ~~0 n
- 9 ~S DRAWINGS FDR THE CITY PUBLIC WORKS L11 24" / ~~f" BUJ 24 12 0.5 0 t - ~ INV N 264.79 (~~4~')/ a
NEW URA AND' TRUCK G ~ 11 $U-TTER-11~ ~ ~ . / A - K 1 ' - EXIST NG FENCE-' MAINTENANCE FACILITY. L12 18 _ i > IN~ IN 264.7, (18`) o
PA KING RED 5ET BAS 8 I,, ~ ~ „ -EXIQJTING CURB ~ ~ f P05 ~ SUPP RT5 . ~ < L13 24 24" 20' 0.5% 1 _ _ ~ IIJV oUT 264.~9~(29~ ~ u c~ pp nn ppno F _ ~~UV~~~
a ~ ~^--~if 11 I ~ , TD E REMO D ' ` L14 15 I TREE PROTEG-TIQW-.__ 15" 12' 0.5% ~ ~ ~ ~ ~ i OP ELEV 276.E ' > z I~NGING
~ , ~ r ~ f LEGEND .YI j E A PROPERLY ~ T FENGE~"-~GK~D~ NEW ~ ~ -1 PROPERTY RELATED ITEM5 1-""~----~-- ~ ONNECT`NEW PI fNG FOR '11 z _ +TOC>+271.3 ~ L14 TO`. EIT~E BELL DR~ ` z I~Ii- If(~11~(~ o
- ~ , DI5 aSED bFF 51T>i fGURB AND GUTTER, AND 3 FROM , ~ ~ EXISTING PRDP05ED p~ ~ ~ 270,6:"( ' + ` ~ ~ PICOT ENb 0~ EXISTING F~PE` a u u uhJU u II~~JPA 1 ~ ' i J
i TRA SPIFFY RE: ~ ~h . , ~ , - -=---_r___ . ~ ~ ~ . ~ t<~ ~ PROPERTY LINE
FENCING AN SECURITY O~F THIS { ~ EW NHQLE-3
0820-17-11-2334 1 PARKif~ AREA. ~r' y~`~ j - - - e- EASEMENT LINE ~ ~ d ~ _.._1~:._.6/D I 507-O1-003 l ~ -2 _r`---- " `_y`_-__._._ ~ ~ i ~ Z \ - ~ _ ~ ~ ~ EE D TAIL'~~ 7ro~7 f - 111 West Main Street
~I CITY DF DURHAM t ~ ~ - 0 STRUCTURE ~ " r j ~ ; ~ ~ ' ~ w Durham, N.C. 27701 i ~ I V I 64.25; 1
DB 47 / 458 { IN~z_D_N THIS - ~ -o-o- =X=x= FENCE ZONING R-20 if SHEET T0; BE MULGF~n WITH ~ ~ . ~ # \ ~ ( - _ ~ I V IN 264.25r J W \ j - ` a q ;,,.i IN 2.04;5 ~4") ~ z p 919.682.0368 t v f 919.6$8.5646
i, USE, FACILITIES t _ ~ << r ~ ' RETAINING WALL . ~ i / ~ ~ I ._QUfi` 26.15 (3 F ~ z
MAINTENANCE r~ t HARDWOOD ~ -~ENGE, ~ ~ ` ~f ~ _ NEW' C9=3~--TM-- ~ ~ ELEV 71,6Q' ' ~ f W WWW.CJtp1.COtt'i ~r - ~ TC 269.9 ~ ~ C NNEC~NEW PIP~INC FO ~L6, L7,~,-
1 ~ . ~ . ff SUPPORTS... t . • ~ , P / PAVING f, 8 1V " ti. •~.ti. ~ T BE REMOVED ; INV.1N ;264.46} L8 ~ ~ ~ L AND L10 ~0 EITHER E Lt OR ~ ~
f --~.._1 v ` ~ i ~ r i' ~ EXISTING PROP05ED If f` t " . D PROPERLY r i Qr ~NLET PROTECTION INV OUT'f6~~F3 rv~ _ ~ S~GOT ~ND (OF EXiST1N~P1~'E
~~i i - _ ~ ~ D P05ED OFF ~51TE ;i' _ GuRB ~ GUTTER r ~ r -S2ETAll=~ aro
u. , , f 30.0 - ~ ~ r J . ~ ( ~ 2716+ ,l ~ ~ ~ l
~..._._1=1'P 10.15: ~f EDGE of PAVEMENT ~ , 1 t r, ~'~a 1~ ~ - ~ L10 L6 Ij ~ ~ I
r ; :I. j ~ ~ : CONCRETE 51DEWALK ~ 6 --a-- a ~ ~ ~ I, ~
t - ~ U ~ ~ t ~ ~ ASPHALT 51DEWALK i MCP ~ = ~ ~ ~ ~ ; r _ ~ ~ , ~
~i ~ ~ 11.0 TYP ~ ~ _ " ii ~ ~ ~ ~ ~ ~ c EMOfS~ EXI~TIN~ ~ ~ /
i; 1 f i i HEAVY DUTY ASPHALT _ ~ R'
' it \ 51DEWALK + ~ (2) RELOCATE 6 1V a ~ GQNSTf?UGT N~W CURB INLET-3 A5 ;I GUT`1~~ ~ ~ ~ ~ ~ ~
, \ STATIONING FROM POINT \ J _ ~ LIGHT POLE sa < i _ r , ~ t5aazt OF BEGINNING \ 51N-BY-I~TRI~ 6/D-7. ; \ 1
~ ~ ~ ~ TYP. ( ~ 31 i w_ i t ,t ~ ~ ~ ~ ~ s' , ~ POINT OF CURVATURE , ~ NNEGT NEIaJ CURB IN~.ET TO NEW _ - _ ~ V ~ ~ ~'f I If ~ 141 ~1~A1~0~~--l~-TN_ 24-INGH RCP. fi ~ ( I
~ t POINT OF TANGENCY I~ ~ ~ ~ ~ I ~ ~ ~ I~
.1 UTILITIES \ NEW 30 CURB " i~ ,f ' ~ ~ ~ > ~ L i' , I / I a l l
~ • • r i EXISTING PROP05ED \ ff GUTTERS • • ! : ~ ~ 'EXIST LIGHI`; _ ~ ~ GO~STRUGT NEW ~GURB TOC + +2712 ~I \ / ~ I ~ ~ \ 't INLET-2 AS SHOV,~IN BY -270,6 to ~ ~ ~ ,
`t ~O ' i'OLE~ 0 BE ! r UTILITY POLE \ 40.0 ISLE RE:10/D~1 o II ' ( \ i L ~I ~ ~ o ~ ~ I~ I ~ I ~ DETAI D-7. _ ;t ' ~ ~ I ~ ~ ~ I I Protect:
O ~ ~ • RELd ATED TYT?. ' C~ ® ? GATGH BASIN \ ~ ~ ~ GONNE~T NEW CURB INLET ~ `J ~ " , ~ ~ i ~ ~
~ ' ~ ~ ~ RAISED MANHOLE \ \ ~ TO NEW-M~NHOLE~2 WITH , ; , - ; I ~ I ~ ~ / f i I
~ ~ 18-INGH~P, ~ - _ _ ~ ~ 1 , a ~ i ~ ~ ' THIRD FORK
~ ~ ~ ~ ~ -so =s~~(DW STORM DRAINAGE PIPING \ ~ ~ 10 J5 t ~ \
jY wl~, ; G r ; 1, xv O CULVERT ~ ~ `I ~ 'Y` i \ r' CREEK TRAIL ~ ~ EXISTING TRUCK WASH,4` I - ~ I~ ~ <I
~ EXISTING TRUGK!WASH,<z~ ; ~ ~ - - SANITARY SEWER ~ AREA TO REMAIN E ~ I ~ u. AREA TOREMAIN ~ ~ ~ ~ ~ ~ ~ / {
I' >L ~ , -FO- FIBER OPTIC LINE { 0 UNDISTURBED r. • ; r. , r. y XISTING FENCE, 0 ~ UNDISTURBED F- r~ ; ~ ~I`,: TREE ~RO~'GTION F`ENClING ~ ,
I- NOTE: CITY OF DURHAM SEWER LINES ~ , DSTS ~ SUPPORTS TO
~ ' w;l~ ~ ~ ~ I EASEMENTS SHALL BE AGGE551HLE AT ALL ~ ~ r , / BE REMOVED AND ~ I ~ TIMES FOR MAINT'ENANGE AND REPAIRS / ~ ~ ~ ~ TC 269.9 L5 , / ~/D-~ i INV OUT 265.1 I : + ~ , l
EXI5~ING CURB 4 ` , PROPERLY-nISPOSEI? THROUGH CONTACT WITH THE GENERAL , . ~ , _ / ' N LE- ~ ' DuaEwt D~ Saaccs ~n 7~eus ~ 271.6
GUTTER TO BE - OFF 51TE ; ; GONTRAGTOR. I/ , ,4 t'•~ ~ NV ! 264 8 i ;
" REMOVED ! ,r•i.. ~ TOPOGRAPHY ` , 338 ~ ~ DEMOLISH E~~TING FENCE, ~ ~ ~NV Ur;2~ 4.93 i NORTHISOUTH
338 _ 1dEW CURB AND " ; l~ e CONTOUR ~ k: TOPS ELEV~2:7`1.60 ~ ~ ~uRB ANDS ruTT~R AND , .k, ~ o/ C~NNE,~ :.NEW PIP,NC TRAI L SYSTEM
~ ~TTER IN TRUCK ~ ~ = ~ X 157.5 + 157.5 SPOT ELEVATION{TRAIL G/L) ~ 26.0 AISLE ~ PROPERL'~~ blSi'b5E OFF - f ~ /~FOy~ t0 BELL JOINT ~
z PARKING AREA - _ ; ~ 7 1V ~ STREAM (TOP OF BANK) A J ~ SITE ' ~ 1;xISTINC PIPE DURHAM NC ~ ~f ~
~AGK9'FROM " 21.0 SET ~ , ,:1.~ ~S < 10 ~ ~.M~m~ ' THE < ~0., i ~
EXISTING CURB ` ~ i` • p - ew FLOODWAY ~ RESTRIPE FDR - _
'I~~~, if ~ • ~ - FP - FLOODPLAIN (FLOODWAY FRINGE) \ 22 SPACES 30 i ~ 5~ _
' ) b JS ; r; A LONG x 11' i , - , so' STREAK HIPPER URHAM STREAM BUFFER
, t - f• ~Y, D ~ WIDE ; „ ~ REQUIRED (51ZE VARIES) \ - 11.0 TYP ,.r
1: A ! ~ ~ A EXCAVATED MATERIAL. • ~ ; 2 TD NOTE: NO FILLING IN FLOODWAY LL ~ _ ~ ~ ~ J - ~ ~ ~ ~,,I, A OWNER:
•t ; TO BE DI5P05ED OF OUTSIDE OF THE FLOODPLAIN. ~ _ ~ ,y.,- ~ I ~ ~ ~ ~ - ~ ~ ~ CITY OF DURHAM
~ 101 CITY HALL PLAZA
F` t ~ `I~ ~ 30.0 „ I NOTE: WHERE NO PROPOSER GRADING 15 SHOWN, ~ _ \__J NOTE: NEW GATGH BASIN.~~ ~ (1` ~ DURHAM, NC 27701 ~ r I -
) ~ 10 5 TRAiL 15 TO BE GONSTRUGTED TD A ~S ~ ~ " i ~J FINISHED TOP' ELEVATION THAT MATCHES ' ~ _ ~ _ R~; 671=7 ~ ~ ~ ~ x . ~ ~ i \ ATTN:,BETH TIMSON
t ~I:•~ ; - 6 1V ~ THE EXISTING RDJAGENT ELEVATION. yr I _ I RUSE FRAME ~ GRATE TOC+ `rte` 1 PARKS & RECREATION DEPT
- ,o' _I 3AA I c~ I ~~4P~-EXISTING GATGH _ 270.4 ~ k ~ ~~1~` ~ ~
NE1~1 FENCE TO BE 5 OFF ~ « DWQ WETLAND ~ STREAM EROSION CONTROL ITEMS E .BASIN IF NOT DAMAGED ' ~ ,1 ~ 1 ph: 919'560-4355 i \ : ~ fx: 919-560-4021 ~ DEMOLITION(TYi?.) ~ ~ ~ I,
n . ~B URB AND " ''t ~ f BUFFER IMPACTS PROPOSED ~ ~ T ~ I ~ ~ 1 ~ I /
' TTER, AND 3' FROM SILT FENCE (TEMPORARY) I ~ k , ' r ! WETLAND IMPAGI -Sf RE:2/D-3 ,
38.0 E NOTE THIS o ~ ~ ~ . ! TREE PROTECTION FENCE SHE T RE: FENCING AND ~ ST'REAM AISLE ~ ~ WETLAND TEMPORARY I ~ ~ ST~UGT-N1W CURB - / •I ' 50F ~ / ~ 1 ~ SEAM BUl` ER ,o ~ C ARQ _ ~ ~ - I N ET~ 1 A5 SHOWN BY ~ ? ~ ~o 't , l
~ M ~ n n „ ~ RE: 3/D-3 (TEMPORARY) OF THIS PARKING 25. , , • . ; ~ IMPACT / 1 p~ N DSC
rsn TEMPORARY DIVERSION 4,. ~ AREA. " \ STREAM BUFFER DITCH RE: 5/D-3 ~ ~ ~ gNNEGT NEW CURB l ~ l : ~ ~ tW y:
RE: 6/D-2 ZONE1IMPAGT ° $U° ROCK PIPE INLET ,F' b 1V ' ERR ES TD 10 , , , ~ , STREAM BUFFER PROTECTION RE: t!D-3 i ~ I -~I~ET To NEW ~ _ : ; l ~ ~ f X 1050 X
ROM NE TRAIL ~ ~ °`°`°'*`b` ZONE 2 IMPAGI - / ~ _ ~ :MANHOLE-1 WITH , ~ . % ~ ' I 51 T FENGI n: / ; ~ --3Q-INGH RGP. :d
; 38.0 ~ ; :,Y ~ SEDIMENT TRAP RE:9/D 4 ~----~---.-..1'~ r ' . r _ 5TREAM BUFFER ® (TEMPORARY) / _ ~ ~ j ~ RE: 2ro ~
q: ~ AISLE~1-- ~ 1 ~ 13 G5 / ~ TEMPORARY IMPAGI t ~ ~ . ~ ~ ! ® ROCK GHEGK DAM / ~l ~ ~ ~ ~ a I ~ E MANHO E-1 L~""~'~~~IN,~~,~~'o~
ALL RESEEDING OF ,1STURBED PT STA 11.0 ; ~ 3 AA RE:7/D-4 (TEMPORARY) 5 W-----_ _ - ~ f ~
AREAS IN THIS SECTI IS TO BE EXISTI 6 170+63.44 o MEASURES ,9 , , REMOVAL OF ALL TEMPORARY EROSION GONTR L ~ o - ; 1``' I I ~ DETAIL 7/D-7 ~ , I IhIV N 263.40 0"
RIPARIAN GRAS MIX. FENCE TD ; ( 0820-17-21-0258 AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 \ RE IN XISTING FENCE, , 2 ~ 509-01-001 APPROVED EROSION CONTROL PLANS.. I`VUT 263.35 30")
r P05T5 ~ SUPPORTS ; t' CASWYCK-HVF LLC TO BE COMPLETED PER \ ~ ! DB 2246 / 109 0---- V TC/ 270.8 - ~ ~ ~ I~ ~ ~ T~ EV 271,20 _ ~ INV IN 263.6 ~ ~ ~ I` ~ ONNE NEW PIPI ` _ _"'„I INV OUT-2fr3: o ~j
~ TO BE REMOVED ~ t - - ~ ~ ~ • " - FFER VEGETATION ``c ® j ZONINGt PDR 3,44 DWQ 50 STREAM ElU ,G ~ ~ - ~+271.0 ~ \ FOR L3 0 BELL 101 ~ - ~
~ 10 GS ~ ~ " ='Q, ~ USES VACANT ~O~ 1(30-F'f) 8 zONE 2 (2o-FT) EXISTING PROPOSED ~ ~ ~~:A 0~ EXISTI PIPE ~ , . E 1
' b . ~ I ~ ST - ' ~ o . t5 : TREE TO BE REMOVED
~ . ~ ~ 1.7b+30.6 ~ ° AK F" VQ' ~~aM ~ k TREE/SHRUBS ~ Qv q4 L1 ~ T PROT TION
Q ~ •u• ° " NOTE THAT EXISTING TREES c~~ 'O ~ q TIE INTO EXISTING " aK ~ ARE DRAWN WITH SCALED ~ ~ ~O ~ ~ NEW CB-1A " ~ ~ ~ ~ ` FENQ~IN6
~ _ _ _ 13 '•j ROOT PROTECTION ZONE ; ~ ?0 „ y0 0820 17 11 2334 FENCE w/ NEW x PT STA ~ 1' RADIUS PER 1" ~~,~u I ~ EX. INV IN 263,89 V ~ !.a RE: ~/D-3
~ 507-O1-003 FENCE CORNER a ~a~a~ t EQUAL TO IP ; , r 1..70+ 16.8 ~ TREE TRUNK GAL ER , ~ INV OUT 263.84 " n . ~ ~ '~1~-.~ ~ 1
~j CITY DF DURHAM 1 QP ~ DB 47 / 458 ` ~ '6 ~UFf~t7 VEGETATION LINE ~ I ~ f. ~ ~ *x , I ' GOl15TRUGT NEW CURB ~ ~ ~ ; ~I ` ~i
o ZDNING~ R-20 ~ NTS ~.z~ue ~ I ~ INLET-1A AS SHOWN BY 1 t>~ '~,I'~_ ~ ; ~ f Job Number: 0831
USES FACILITIES 10' GONGRET~E TRAIL 1 MAINTENANCE ~ ~ ` ~ I ~ RE: 7/D-1 1 ~ DETAIL 6/b-7. ~ ' 'I ~ t\
• . ONNEGT EW CURB INLET-tA + a 10 ~ ~ ~ `7 Drawn WLR CP JW JC KB KH
+ ~ ~ I - Q ` ~ I / , STREAM BUFFR ,,f o p 4~, i T'0 NE"~ CURB INLET-1 WITH ~ ~ `~~~~,~Y~~ I MPAG 5 ~ ~ ~ ` Checked DAJ EOS,TRK,SAB, KH
PC STA 't ~ ~ i`; NE CURB AND GUTTER IN FACILITIES MANAGEMENT. I FOR W 169+85.50 , ~ NEW 30-INGH RG Date 10128105 CD RESUBMITTAL _ 168+ _ ~ A ~ l; I I I
p , PARKING LOT: 1 SAW GUT EXISTING ASPHALT AT NEW GUTTER LINE. ANY REPAIR ~ ~ F 1 1 S~C' I Revisions 21151D5 BID SET ~ ONE1 1,435- F; _ - _ ~ •x~ ,-x - 3105108 ISSUED FOR
WORK TO THE ASPHALT IS TO BE DONE WITH 5AW GUTTING AND _ ' ~ ~ J ~ I ~ CONSTRUCTION _
i ~ ` ! A PATCH INSTALLED FULL DEPTH WITH ASPHALT(59.5A) AND ~ ~ : ~ ~ 1~ ~~I ~ ~ ~ ~ 816/09 BID SET
t:l~~~ .,.ry,, : SHALL MEET EXISTING ASPHALT GRADE5 SMOOTHLY. ANY ~ ,I STRUCTURAL PROBLEMS WITH THE SUBBASE THAT ARE IXISTIN W ~ I ~ ; I I ~ 8131!09 NCDOT comments ~ 13 EXISTING STORM ~ I
EXISTING PARKING AREA w ; ~ : 4}1110 DWQ REVISION
EXISTING PARKING AREA r 1 , DISCOVERED AFTER GUTTING ASPHALT ARE TO BE BROUGHT TO TO REh TO REMAIN UNDISTURBED ' RAINAGE SYSTEM I x~ ~ I' TO REMAIN UNDISTURBED ' ~ i, ~ 1 ~ I
THE OWNER S ATTENTION IMMEDIATELY PRIOR TO PATCH WORK
~ BEING DONE, CLEAR TREES TO 10' • a INLET'',PROTEGTION (TYP) n.`~ " ~ ' li/ a~ ETAIL 8ro - 3
FROM NEW ~ - ~ 1` ~ ~
CONCRETE TRAIL I ; f I~` I I CONSTRUCTION DRAWINGS
r ! ;~I;,; WHERE NOT INDICATED, LIMIT OF CONSTRUCTION d ~ ~ ~ ~ 1~~8 ! s~C ,f
_ ~ ~ , WORK 15 SILT FENCE OR TREE PROTECTION FENCE n 1 i ~ Sheet Title: ° ~ Iy I ,
a y ~ x ~k ~ \ i F , , H i
~ ~ ~ r 1 ~ N _ _ _ > x ~ a I
! ~ O ~ . ~ , I f SOUTHERN i y
_ I ~ ! ~ ~ 'D/~TT'ATT1 A'DTi~[r
~~8+78.61 'STTE & LANDSCAPE PLAN B z Ix PARK
i & EROSION CONTROL PLAN 30 0 30 60 90 SECTION 3
TRAIL - SOUTHERN BOUNDARIES PARK - SECTION 3 DWQ1"E"~'ND'~'A~ (IF `'~P'~c~~> GRADING & EROSI DWQ STREAM BUFFER ILP 1" = 30' A BUFFER IMPACT (IF APPLICABLE) - = Sheet Number
Scale 1" = 30' CD-30,1

,i
' '
ii tit i
I ~ ~ --F--..___ ti, A~~;~ I ~ ~ ~ W
{ I; NOTE: - ~ ~ bey ~ , ~ i i ~ 14"~~ ~ oC / ~ ( i ~
' WHEN REPLACING FENCING IN THIS AREA, THE 1 ~ ~ EX. CB-4 (SEE..,_ ` ; 1 ~ ,~v"~y \ ~ i,
OPERATIONS FACILITY NEEDS TO BE SECURED AT ~ - ~AA ~ TC 269.7 ~ ; ~ ~ ' ' \ m
THE END OF EACH DAY. DO NOT LEAVE FENCING INV IN 264.99 ~ ij ~ ~ ~ ~
OPEN OVERNIGHT. PARKING LOT AREA MAY NOT BE ACCESSIBLE FOR TRAIL CONSTRUCTION ON ~ - ~ ~ INV OUT 264,89 ~ ?I \~r,~~, ~ x
WEEKENDS.
1
~ ~ ~ ~ ~ 4 0
~ - _ I~ ~ ~ ~ C~O~D~C~CI'
~ J i _ _ j ' / i ~ ~ ~ D D _ I ~ ~ ~~I/f/ff~~\\\j1/~~/fj~
LEGEND 11 ! ppp i i }
' PROPERTY RELATED ITEMS. o~_. ~-TO 1 ~ - ~ ~ 1 z o
EXISTING PROPOSED i~ _ / ~ (274 ~ < ~~l~J~~~P.0.
~ ~ - - PROPERTY LINE ~ ~ ~ ~ ~
- - - e- EASEMENT LINE 111 West Main Street
STRUGIURE I ~ ~ ~ ~ ~ ~ ~ ~ W Durham, N.C. 27701
-o-o- =X=X= FENCE ~f - ~ ~ ~ ~ p 919.6$2.0368
RETAINING WALL I ' ~ _ - i, ~ _ f / ~ 1 Z f 919.688.5646
I x~ , ~ ~ ~ ~ W www.cjtpa.com
PAVING I ~ - a_~ `I ~ i
EXISTING PROPOSED / _ 1 ~ EX. CB-3 (SEE ~ ~ ~ l ~ ~
CURB 8 GUTTER f ) I _ i; NOT 1~~-~} ` ` j, / ~
~rra,7- ra,7- ~ ` j -ter- .7 ~ ii ~ I ~ \ j:
EDGE 0 P T ' i ~ , i~ ' ~ INV IN 264.25 ~ ~ ~ ~ ~ ~ ~ ---IAA/_ OUT 264.1 ~ ~I ~ ' ~ ~ ~
4~ : CONCRETE SIDEWALK a. _ i i ~ i _
' a , ; A5PHALT SIDEWALK ;
2~ ti ti~ ~ ~ ~ ~ 1
HEAVY DUTY A5PHALT SIDEWALK
' a i \ ~V A 1 (
srA STATIONING FROM POINT t+as,2t OF BEGINNING
l ~ POINT OF CURVATURE
pr \ POINT OF TANGENCY
UTILITIES \ ~ l I "TO ~ i ~ ~1,~~ I I~ y i
' EXI5TIN6 PROPOSED \ I \
UTILITY POLE f~~ II l~' I ~ I~ f ~ ~c I
' ® GATGH BASIN \ - _ ~ , ~ ~ ~ I E ~ I ~ ~ I Project:
RAISED MANHOLE \ ss ~ ~ A ~ ~ ~ ~ ~ ' _ M v \ ~ ~ ,f ~ ~ , THIRD FORK
-s~- -so-- STORM DRAINAGE PIPING \ ry J/ ~ ~ , ,
O CULVERT 4 ~ ~ ~ CREEK TRAIL
II I ~ ~ EXISTING TRUCK ~WASN,~' ~ ` I~ Ia EX. CB-2 (SEE
r; - SANITARY SEWER ~ ~ i u. AREA TO RE AIN ~ ~ ; ? ~ I l ~ ~ .
-FO- FIBER OPTIC LINE ~ ~ UNDISTURBED TC 269,7 f ~ _ ~ i _ ; ~ , , I , ~ ~ ~ INV OUT 264 93 ~ ~ ~ ~ ~
NOTE: CITY OF DURHAM 5EWER LINES ~ l I
EASEMENTS SHALL BE ACCESSIBLE AT ALL TIMES FOR MAINTENANCE AND REPAIRS I ~ ~ EX. GHAINLINK 'FIrNGE TD BE ~ j ' ~ l l ~ ~ I t ~
THROUGH CONTACT WITH THE GENERAL ~ ~ REM01lED AI~~PROPE~LY F ~ ' ~ ~ ~ ' j DuRx~[ o~rt SPaca exu Tuns
CONTRACTOR. ~ I~ DISPO,~t=D OFF 51TE S 10°~
TOPOGRAPHY I -SEE SHEET ~6-30. . / ~ % j ;i ~ ' NORTH/SOUTH
338 - - - CONTOUR ~ TRAIL SYSTEM
X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) \ 1~ EX. GURBt~AND UTTER ~ x ° ~ / / : % ~
STREAM (TOP OF BRNK) I \ Toni=:~MO D,~ND ~~x~~ ~ / -'a DURHAM NC
PROPERL"f Di POSED - _ ~ ~ / OF~ 51TE ~ ~ ~
FLOODWAY \
FP FLODDPLAIN (FLOODWAY ERIN ) \ - - GE \ i I k i
so' STREAM BUFFER DURHAM STREAM BUFFER V~ i i x ~
REQUIRED (51ZE VARIES) ~ i'
WAY. ALL EXCAVATED MATERIAL ~ NOTE: NO FILLING IN FLOOD _ - - ~ ~ OWNER: ~ i ~ - ~ - ~ J,,~ v
OUTSIDE OF THE FLOODPLAIN. ~ TO BE DISPOSED OF ~ V ~n I , _ I- 0 ~ ~ I / \ CITY OF DURHAM
~ ~ ~ ~;'n r ~ 101 CITY HALL PLAZA
NOTE: WHERE NO PROPOSED 6RADIN6 15 SHOWN, _I ~ \ '~f ~ ~ I ~ DURHAM, NC 27701 N. I
TRAIL 15 TO BE CONSTRUCTED TO A FINISHED TOP ELEVATION THAT MATCHES it ~ , ~ , ~ j ~ f ~f \ ATTN: BETH TIMSON
THE EXISTIN6 ADJACENT ELEVATION. J ~ ~ ~ ~ ~t~ ~ ~ ~ ' \ A PARKS & RECREATION DEPT
~SAMER IMPACTS - ~ _ ; ~ ~ ~ ! t \ ph: 91960-4355
DWQ WETLAND ~ STREAM EROSION CONTROL ITEMS I ~ ~ (SEE GD-30,1 ' > ~ ~ ~ \ fx: 91960-4021
BUFFER IMPACTS PROPOSED SILT FENCE (TEMPORARY) _ _ ~ Ise:- ~ ~ ~ 1,
WETLAND IMPACT -SF RE; 2/t7-3
TREE PROTECTION FENCE 1~'-' TE ORARY ~ ~ ~ WETLAND MP RE: 3/D-3 (TEMPORARY) - _
IMPACT TEMPORARY DIVERSION _ ' ~ _ _ ~ ~e, ~ ~ ~ - ~ --,al -----d~~_ ~ ~r ~ ~ R
STREAM BUFFER TsD ~ DITCH RE:5/D-3
ZONE1 IMPACT goa g ROCK PIPE INLET i i _ ~ ~ ~ , ~
. ~ ~ , . STREAM BUFFER PROTECTION RE: 1/D-3 +~.`.~r';' ZONE 2 IMPACT SEDIMENT TRAP RE:9/D-4 i I ~ ~ / 4~ i ~ ~ ' ~ I , ~ ~
STREAM BUFFER ~ (TEMPORARY)
~ TEMPORARY IMPACT ® ROCK GHEGK DAM / ~ i ~ i ~ ~ 11 , ~ - _ ~ ~ I~
RE. 7/D-4 (TEMPORARY) 5 1
REMOVAL OF ALL TEMPORARY ER0510N CONTROL MEA5URE5 ' ~ i
AND RESEEDING OF TH05E AREAS FOR STABILIZATION IS \ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS. ~ < \ ,q - ~X. CB 1 ~ EE NOTE ~ I ~ ~ ~ .•'pNDSCga ~ ~~L
- ~TC 270.7 ! \'"A ~ I ~ _L_ : _ : 9=.y
DWQ 50' STREAM BUFFER VEGETATION ' ~ • INV iN-`263: ' .w ~ ° _ INV OUT 26 .47 I i ~ ~ ~ "
ZONE 1(30-FT) ZONE 2 (20-FT) EXISTING PROPOSED
OYED ~ AK TREE TO BE REM n ` ~
sr~£a~ TREE/SHRUBS QV ,.~v° .
NOTE THAT EXISTING TREES ~ q 6° AK ~ ARE DRAWN WITH SCALED Y ~ Q ~ EX. C8 to \ 0 r Q~ I (SEE NOTE 3) `~0 \ ( ~I„A "~~r,u„,nog
ROOT PROTECTION ZONE ~ v~ w ~ TC 271.20 \ , , \
EQUAL TO 1' RADIUS PER 1" `Q ~ _ TREE TRUNK CALIPER , ~ ~ INV IN 263.89
R %-~t" VEGETATION LINE ~ INV OUT 263.79 ~~/-4/\~~,\\1 ~
~..7E7tti+~' ~G: NTS ~ ~ ~ INOTE: REMOVE EXISTING GU AND ~ ' k ~ TO BE R~d4LIGNE Job Number: 0831
NOTE: I AS NECESSARY AROUND EXI ING G&1A ~ ~ 1~' S~'c ~ 1 (SEE NOTE 3) 1,9, SY~
I ~ IGONSTRUGT A NEW GB-1A A INSTALL NE ` ' ` ~ ° x ° ~ I ; I j' Drawn WLR CP JW JC KB KH II ~ 30-INCH REINFORCED GONG IPING e a \ ~ ~ ~ p I
1. EXISTING GATGH BASINS-1, 2, 3 AND 4 ARE TO BE COMPLETELY DEMOLISHED AND REPLACED WITH NEW PRECAST CONCRETE ~ r " ~ ~ Checked DA,1 EOS TRK SAB KH
MANHOLES A5 SHOWN ON SHEET GD-30.1. CONSTRUCTION DEBRIS FROM EXISTING GATGH BASINS TO BE REMOVED FROM THE SITE AND FOR NEW CURB AND GUTTER IN FACILITIES MANAGEMENT - PROPERLY DISPOSED OFF SITE. PARKING LOT: e y ~ V ~ ; Date 10128!05 CD RESUBMITTAL
SAW GUT EXISTING A5PHALT AT NEW CUTTER LINE. ANY REPAIR 33 _ ~1~~ SAC: ! ' Revisions 2!15106 BID SET ~ t " ~ " " ~ ' ~ I ~ 3!05!08 ISSUED FOR
2. AFTER EXISTING GATGH BASINS HAVE BEEN DEMOLISHED, EXISTING REINFORCED CONCRETE PIPING, A MINIMUM OF TWELVE (12) FEET 1~RK TO THE A5PHALT 15 TO BE DONE WITH SAW GUTTING AND . ~ w ~ a : ~ i 1 ~ ~ CONSTRUCTION
ENTERING AND LEAVING EXISTING GATGH BASINS WILL BE REMOVED AND REPLACED WITH NEW GLA55 111 REINFORCED CONCRETE A PATCH INSTALLED FULL DEPTH WITH ASPHALT(59.5A) AND a ~ ~ ~ 1~. I?~ ~ ~ 8!6109 BID SET
PIPING OF SIMILAR PIPE DIAMETER. REINFORCED CONCRETE PIPING THAT 15 REMOVED WILL BE PROPERLY DISPOSED OFF SITE. NEW SHALL MEET EXISTING ASPHALT GRADES SMODTHLY• ANY ~ ~ ~ ~ ~ ~ 81311D9 NCDOT comments I' ~ 4f1l10 DWQ REVISION
MANHOLES WILL BE BAGKFILLED WITH SELECT MATERIAL AND COMPACTED A5 SPECIFIED. F{NISH GRADE ELEVATION TD COINCIDE STRUCTURAL PROBLEMS WITH THE SUBBASE THAT ARE I ~ ~ ~ ~ I
WITH ELEVATIONS NECESSARY TO CONSTRUCT SIDEWALK. D15GOVERED AFTER CUTTING A5PHALT ARE TO BE BROUGHT TO THE OWNER'S ATTENTION IMMEDIATELY PRIOR TO PATCH WORK ~ EXISTING P~RKyN AREA~~; ~05~ ~ ~1b ~ I ~ ~ _
3. EXISTING GATGH BASIN 1A TO BE COMPLETELY DEMOLISHED WITH DEBRIS PROPERLY DISPOSED OFE SITE AND REBUILT ACCORDING BEING DONE. TO REMAI UND~5 fZBED'~, ~ ~V ~ ~ i`
TO CITY OF DURHAM STANDARDS TO PROVIDE A NEW ALIGNMENT FOR THE INSTALLATION OF NEW 30-{NCH REINFORCED CONCRETE I ;
PIPE INTO NEW GATGH BA51N-1 (SEE SHEET GD-30.1). EXISTING REINFORCED CONCRETE PIPING WILL BF REMOVED AND PROPERLY I ; ~ ~ ~ I CONSTRUCTION DRAWINGS
DISP05ED OFF SITE. ELEVATIONS OF NEWLY INSTALLED 30-INCH REINFORCED CONCRETE PIPE WILL MATCH INVERT ELEVATIONS
SHOWN ON SHEET GD-30.1 THAT ENTER AND LEAVE GATGH BASINS-LAND 1A. WHERE NOT INDICATED, LIMIT OF CONSTRUCTION i%k~ u~~f8"; SiC t, ~ Sheet Title:
I , ~ ~ 7~\ ~ x
AN GATGH BASINS PROVIDED BY THE CITY OF DURHAM "A5-BUILT" DRAWINGS FOR THE CITY PUBLIC WORK 15 SILT FENCE OR TREE PROTECTION FENCE 4. ELEVATIONS SHOWN OF PIPING D WORKS MAINTENANCE FACILITY.
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SZ ~9 I % I PARK SECTION 3
a ~ EXSITING CONDIT JG CONDITIONS 30 0 30 60 90 EX. CONDITIONS
Sheet Number
' TRAIL - SOUTHERN BOUNDARIES PARK - SECTION 3 ~ Scale 1 ° = 30' CD-30
1" = 30'

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i~ - - ~ S NOTE:
IiAT+CHIdNE BH , J ~ I DURING FENCE RELOCATION, ALL FENCING MUST BE /
' SECURED AT THE END OF EACH DAY 50 THAT THE ~ _ _ --llld i _ -1~kTG`HLl'NE H,$- ~ ~ ~ ~t A ~ ~ ~ - - - ~ / ~
OPERATIONS FACILITY PARKING/STORAGE AREA 15 / ~ NOT LEFT OPEN OVERNIGHT. _ _ _ _ - -
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' AIN UNDISTURBED ~ ~ 4 ! ' ZONINGS ~-20 ~ , 'I LAND USE: ~1ACANT ` /
~ ~ ~ LEGEND v
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~ ~ ~ ~ ~ ~ ~ - ~ - PROPERTY LINE ~ ~ ~ ~ .
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4 ~ b' ~ STRUCTURE ~ ~ ~ 0 ~ ~ n ~ ~ W
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I ~ ~ EXISTING PROPOSED ~ti`~ ~Q~ ~ S~' ~ 2~
ALL RESEEDING OF DISTURBED ~ 1~ ~ a , ,,~0 GuRB a GUTTER
AREAS IN THIS SECTION IS TO BE ~ ~ _ \ ~ o ~
. RIPARIAN GRASS MIX. ~ w ~ - EDGE of PAVEMENT I :I ~ ;4Qt ~ ~~~f~~f~i /
( , ' ~ r : : CONCRETE SIDEWALK r
~i ~ m . ~ 1 I` ~ , ~ I ~ ~ ~ ~ ' ~ ASPHALT SIDEWALK Q ,o; p ~ ~ TiZEE PROTECTION /
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r ! ' / HEAVY DUTY ASPHALT i ~ a ~ ~ SIDEWALK ~i; ( ~ ~ a y ~w ti - ~
,I ~ ~ ` + i ~ ~ ~ i STATIONING FROM POINT ~ _ . ~ ~ I ~ f ~ i 1 / f m
~ it \ ~~D• .1 ~ ~4:3zt OF BEGINNING w
I ~ ~ a ~ ~ ~ ~ POINT OF CURVATURE ~F 511T FENCE ~ ~ I x'0•.1 m / m
i I~ _._v-' t~ r! Pi I I POINT OF TANGENCY l~E: 2ID-3 ~ ~ / / ~ ~ f ~ ~~i
UTILITIES I 10 WIDE NEW , ~ Q~ ' I EXISTING PROPOSED - - _ _ ~ _ _ _ - _ ~ ~
~ ASPHALT TRAIL RE: ~ I , i ~ ~ , ; _ _
1/D-1 • \ ~i UTILITY POLE ( ~ ~ ~ / ~ _ / ~ Pro ect: / ~ 1
a i ~ W ~ ' GATGH BASIN LIMIT OF WORK u• ! ~ c~i' ® ? . ` / / f ~ m
, i ' \ r ~ RAISED MANHOLE LIMIT of woR~ ~ ~ ~o ~ f ~ ~ THIRD FORK
I i I i I f r~
r i ~ ~ ~ ~ ~ ~ / f ~ ~ v ~ -so- ~.SD- STORM DRAINAGE PIPING j , ~ ~ r , © CULVERT ~ ~ ~ i i CREEK TRAIL
EXISTING FENCE TO ~ _
~ i r SANITARY SEWER REMAIN UNDISTURBED h ~ ~ / ~f ~ ~ ~
'I f ' I' a ~ ~ = f' ~ _ ~ ~ ~ ~ ~ -FO-- FIBER OPTIC LINE ~
~ ~ a ~ ~ NOTE: CITY OF DI~2HAM SEVER LINES d ~ ~ ~l 1 , Is ~C, a a r
II i ~ ~ ~ ~ ~ ~ EASEMENTS SHALL BE ACCESSIBLE AT ALL i C~ ~ i ~ ~ ~ % TIMES FOR MAINTENANCE AND REPAIRS ~ a m ' ! i J ~ ~ ~ I ~ ~ ~ ~ ; / ~ j t ~ ~ ~ ~ Dua~ O~rt SPA u+n Tans
i a' ~ ~ % ~ r~ NTAGT WITH THE 6~ENERAL ~ ~ ~ i ~ , THROU6hf CO
~ GoNTRAGroR. a ' 1 I,~ ~ / f f ~ ~ ~ LL ' ~ / , f f
' TOPOGRAPHY PT STA ~ ~ t NORTH/SOUTH
338 _ 17.8+93.75 / ~ ~ CONTOUR ,
! X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/L) I ( ~ .~i ~ / ~ ~ . _ TRAIL SYSTEM
~ ~ ~ ' ~ ~ . ~ ~ _ y 0•. i STREAM (TOP OF BANK) ~Y'~~ ~ ~ ~ . . ~ - ~ DURHAM NC / ~ ~ • ~ m
~ ~ ~ ~ ,
t 'I Boa. ~ ~ ~ ~ ~ . . rw - FLOODWAY i~t: ~ . / ~t~'~ ' . f ~ ~ ~
~ \ ~ ~ - FP FLOODPLAIN (FLOODWAY FRINGE) _ ~ DELINEATED WETLAND AREA - ~ - - ~~-~~.~~~~.f
' ' ~ 50' STREAM BUFf'ER 127866 5Q FT - 2,94 RG PC STA ~ ~ - DURHAM STREAM BUFFER or. ~ ~ S
-`t. ~ ~ ~ m m m REf~IJIRED (SIZE VARIES) NO IMPACT AREA 17$+61,83 g,~ ~'0 ~ _ ~ ~ ~ ~ a. 1~~0 A W a ~ ~ ~ ~ x m OWNER:
_ ~ ~ G m , ~ i ~ - ~ W ~ D .S ~ ~ NOTE: NO FILLING IN FLOODWAY. ALL EXCAVATED MATERIAL
END HEAVY DUTY - 'L l . 'A TO BE DISPOSED OF OUTSIDE OF THE FLOODPLAIN, % F` G e ~ r•, ~ ~ y CITY OF DURHAM
ASPHALT PAVING ' / ~ $ STREAM BUFFER IMPACT { \ \ ~ c~' ' ~ ~ 1 / M 101 CITY HALL PLAZA
14MG ~ I'' 31 , iS.GUM 2 0 N6 15 SHOWN ~ < r p ti NOTE: WHERE NO PROPOSED 6RADf , . a; ~ a ~ ~ a a TD A ZONE 1 5 1 ZONE1 577-5F• ZONE2 2569 ~ ~ -`-y y \ W ~ a ~ ~ ~ ~ m DURHAM, NC 27701
0 igy 'g~ ~ % TRAIL 15 TO BE CONSTRUCTED 0 - FINISHED TOP ELEVATION THAT MATCHES . , ' f ~ \ ti~ ~ 1 y` :GUM- ~ w ATTN: BETH TIMSON
~s THE EXISTING ADJAG~=NT' ELEVATION. h ~ _ _ _ - - - - ` f"y ° ;`jm PARKS & RECREATION DEPT
END CONCRETE TRAIL - ~ . ' START 45 LF HEAVY DUTY a : x s ~ ~~~"-S:, ~ A M 0 ITEMS \f~` ; f ~ f ~ ph: 919-560-4355 51LT FENCE \•,v~ ~ ~ ` fx: 91960-4021
0820-17-11-2334 ~ DWQ WETLAND ~ STREA EROSION GONTR L
507-O1-003 ASi'HALT TRAIL RE: 3/D-1 PT STA / / A T5 PROPOSED BUFFER IMP G CITY DF DURHAM .177+96.20 ,-~r , ~ ~ f--~;,,~ j SILT FENCE (TEMPORARY) ~ A ~ ' ~ I V ~,.4 S ;
DB 47 / 458 , i ~A WETLAND IMPACT ~SF RE:2/D-3
ZIINING~ R-20 a t ~ ~C' ~ ~ ~ ~ GTION FENCE ~ CLEAR TO 10' FROM ' ~ : ~ ~ TREE PROTE USE FACILITIES ri ` ~ \ 2 I WETLAND TEMPORARY RE:3/p-3 (TEMPORARY)
~ \ 1, vvvvv MAINTENANCE EDGE OF NEW TRAIL PC ~'fA i - ~ r ~ , "1 IMPACT TEMPORARY DIVERSION P
17773.27 ~z ~\~x.,,' i S R - Tsn - DITCH RE:5/D-3 r ~ ~ ~ ; , I T. STREAM BUFFS / t i
/ ~ 'h i ~ ~ ; ; ZONE 1 IMPACT ROCK PIPE INLET 10 WIDE CONCRETE r , ...'o , ~ ,0 ~ ~fr STREAM BUFFER PROTECTION RE: 1/D 3 _ / i , ~ f ; -
TRAIL RE: 7/D-1 4 " ~ ~ ~ ~ / ; ° ~ ZONE 2 IMPACT SEDIMENT TRAP RE:9lD-4
~ ~ r ~ ' - ~ STREAM BUFFER (TEMPORARY) ~ TREE PROSEGTIC~1 ~ ~ 6~. \ ~ c . . ~
' i ' " ~ TEMPORARY IMPACT ~ ~ ~ s ® ROCK GHEGK DRM ~ , FENCE R~. 3/D-3 k..._ \ ~ f ~ G, ~ fi ~ r.~ n \ ~i
RE: 77D-4 (TEMPORARY) \ Oq ~ s:; / S~ / - CAR
PT STA 1 ~7+20.80 BEHIND= , - ~ REMOVAL OF ALL TEMPORARY EROSION CONTROL ME,g5URE5
PT STA 177+19.34 AHEAD ~ / AND RESEEDING OF THOSE AREAS FOR STABILIZATION 15 ~ , { ~ ~ ~ TO BE COMPLETED PER APPROVED EROSION CONTROL PLANS.
t to 1 ~ i / , /
€ ~ ~ EXISTING FENCE TO 4r ~ ~ j DWQ 50 STREAM ~JFFER VEGETATION ~E ~ ALL MANHOLE LID5 ON TRAIL ' ' ' ~ ~ / x i~ 1050 ~ x':
REMAIN UNDISTURBED ~ PC STA 9 ~ ~ V°'. ! ~ t~ t 3o-FT zONE 2 (2o-FT) EXI~tING PROPOSED 176+80.01 z0 ( ) SURFACE TO I~ 50LID. ~ ~ ~ : ` ~ ' ~ / ~ . .
_ ~ °'~p~ a aK TREE TO BE REMOVED TEXTURED (ADA COMPLIANT ~ 44r / ,--`~~0 ~ ~ f ~ l ~ ~ _ ~ ~
10 P.1 r, ,<ryr sr~~ DIAMOND TOP DE516N) r . ~ s ~ ~ / ' ~ 1
ti , 5 aK ~ c~ NOTE THAT EXISTING TREES INLET' PROTECTION ,
EXISTING CURB ~ GUTTER ~ ~ ar / ( r ARE DRAWN WITH ~o~L~ED f ti ~ : ROOT PROTEGTIO DETAIL ~ f ~ y 1 I EX15 NG 5T0 1 \
-TO- AIN UNDISTURBED ~ I EQUAL TO 1' RADIUS PER 1" - ~ ~ ~a 0820 7-21 025 5 TREE TRUNK GAL i
' ~ 50 -O1-001 ~ Ncnen~ ~ufifi -rr ~ INS ~ RE: B/D ~'a ~ ~ ~ D INAGE P E ~ r r . • J / ~ 1 4
~ Q' ~r~ ! SWY K-HVF C ;~'~t VEGETATION L - \ ~ ~ `~S I ~ DB 46 / 1 NT5 ~ ~ f ~ f ~~l ~ ~ ~ Job Number: 0831
TIE INTO XISTING FENG~ \ ' i .~i~ ' a _ ZDNI ~ PDR- 44
~ ' b ~ U E: VAC NT, GRE N SPACE \ ; NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF Drawn WLR CP JW JC KB KH ~ ~ ~ -
\ \ ~ FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY ~ MULCH ALL NEW PLA TE AREA S-PL ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN ~ \ r~ •a~. ~ < < I ( ~ ~ Checked DAJ EOS TRK SAB KH
~ ~ • r~ ~ WITH SHREDDED HA WO BAIL ~ ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED ~ \ ,,,~~f ' ~ ~ ~ J ( Date 10!28105 CD RESUBMITTAL \ ~ \ ~ / ~ ~ ` / ~ I ~ Revisions 2115106 BID SET
~ :r : % S AM BU FAR \ \ \ ~ ~ w ~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE ~ 1 f ~ f / ; ~ ?j ( 3105108 ISSUED FOR_
~ ~ ~ a - ~ PT STA . I ACTS ~ ~ ~ ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND \ f\ % ~ f \ % f I CONSTRUCTION ` r' ~ ~ ~ 816109 BID SET
~ ~ ~Q . ~ \ 176+ .27 1 40 to 8+80 DURHAM PARKS AND RECREATION. f Q' ^cp , / 8131/09 NCDOT comments
~ ~ \ ~ ~Q ONE2 2 42-SF f ~ ~ ~ f ~ ~ ~ ~ ~ 4f1110 DWQ REVISION
PL GE NGE IT 5' F M \ 8-IG ~ C STA ~ WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK IS \ \ B K NEW ~ ff\GU 175+80.98 EXISTIN SILT FENCE OR TREE PROTECTION FENCE o f f i ~ f I
FENCE NO THIS : 5 GURI AN
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~ ~ ~ v A . 1 ~5+74.00 ~ ~ ; ~ v ~ ; o ~
\ ; ~ \ \ V A I ~ ~ ~ F \ A ~o t; . - f ; ~ 'r 2/D,3-- ' Sheet Title:
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W~1~1\30" CURB ~ GUTTER I'E, CURB z ~ • ~ \ \ \ \ ~ 2 GU ~ ~ F I ,4 I f
PC STA ~ u \ \ ~ ~ / TD c~ \ i \ , \ f' ~ _ I I ~ i / SUU1'HERN
175+13.9$ ~ d c~: RELO AT1~D ~ ~ 1 H \ ,
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SECTION 4
CD-31 I SITE & LANDSCAPE PLAN d GRADING & EROSI x & EROSION CONTROL PLAN 30 0 30 so so
9 BUFFER IMPACT (IF APPLICABLE) Sheet Number
' TRAIL - SOUTHERN BOUNDARIES PARK - SECTION 4 °AQ "'E'''AND IMPACT (IF nre"cABlE) w DWQ STREAM BUFFER tlSP 1"=30' Scale 1 " = 30' CD-31

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~ . ~5,..--- ~ TREE ANC3 SHC~UBS FOR CRA L ~ ~t__._~ ~ ~ , ~ ~'y ~ ~ ~ ~ z p 919.682.4368
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v ~ / / / ~-t; ~ _ ~ ~ . ~ . > , . , . S 1 ~ . . ~ T> , n„n DEED \ / d - - -DE~D~QO~'1~3, PC75 99' - ~ ~ \ A ° ~ v ~ CITY OF DURHAM _ ~RE;4`~1;,2~AG~- _ ~ - ~ ~ ~ " ~ ~ , 101 CITY HALL PLAZA
/ ~ e.~ a ~ - - ~ ~ ~ ~ ~ \ S~=~ ~ ° DURHAM, NC 27701
v ~ v 1 ~ 1 , ROO~Te 20NE <WhTHFI~ TM J,! ~ , < ~ ®~0 ~ v ;FREE COVERAGE ,AREA'' J > . , . ; ~ < . " . .,r,,~~, , . <`D~=`®.. , , , , _ ~ - - ~ ~ ~ ~ ~ \ a ~ « ATTN: BETH TIMSON
~ • ~ ~ NOT DI5~IJRB TREES OR ~ v ~L~ " » . . ° • ~ . _ _ ° ® ° ~ - - ~ ~ ~ - ~ ~ ~ ~ v~ ~ \ \ a \ ~ • _ _ PARKS & RECREATION DEPT
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Date 10128105 CD RESUBPAITTA~
TREES OVER 10" CALIPER IN DISTURBED ALL SEDIMENT CONTROL DEVICES TO BE INSTALLED PRIOR TO FLOOD NO FLOODPLAIN AND BFE INFORMATION ON THIS A. A LAND DISTURBING PERMIT WILL BE REC>N11RED PRIOR TO THE CAMMENGEMENT Revisions 2/15106 BID SET
.®..q.,.<.®~.~®~.' ':AREA WITHIN 30' OF FLOODPLAIN BEGINNING ANY LAND DISTURBING ACTIVITIES SHEET SHEET BASED ON 2007 FEMA FIRM MAPS OF ANY LAND DISTURBING ACTIVITIES. 3/05!08 ISSUED FOR
, MAP N6 ® PHA E 1 MAP NUMBER 3720082000K B. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND CONSTRUCTION APPROVED PRIOR TO THE ISSUANCE OF ALAND-DISTURBANCE PERMIT. 816/09 BID SET
G. TREE PROTECTION 15 REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT, 8131109 NCDOT comments
TREE PROTECTION GERTIFIGATiON MUST BE SUI~ITTED TO THE DURHAM COUNTY 411110 DWQ REVISION EROSION CONTROL DIVISION, AND TREE PROTECTION INSPECTION COMPLETED
LEGEND TOPOGRAPHY PRIOR TO LAND-DISTURBANCE PERMIT ISSUANCE.
OPERTY RELATED ITEMS PAVING ER0510N CONTROL 1TEM5 338 EXISTING PROPOSE? APO`-~ - - - CONTOUR D. IF AN OFF5ITE AIL SPOIL OR BORROW 51TE 15 UTILIZED, THEN THAT DISTURBED AREA MUST BE INCLUDED IN THE LAND DISTURBANCE PLAN AND PERMIT UNLESS
51LT FENCE (TEMPORARY) x 157.5 C) 157.5 SPOT ELEVATION PROPERTY LINE CURB ~ GUTTER VEC~ VEGET,4TION ALREAY PERMITTED.
E PROTE TION FENCE ~ EXISTI EXISTING PROPOSED
EASEMENT LINE _ _ RARY STREAM (TOP OF BANK) EDGE OF PAVEMENT TEMPO CONSTRUCTION DRAWINGS
STRUCTURE 5rA STATIONING FROM POWT - Tsn - TEMPORARY 51LT DITCH FLOODWAY t+a3.zt OF BEGINNING ~paK TREE TO BE REMOVED
oLoo ROCK PIPE INLET PROTECTION- FLOODPLAIN (FLDODWAY FRINGE) NGE) TREE/SHRUBS Sheet Title:
~ POINT OF CURVATURE o, RETAINING WALL ~ POINT OF TANGENCY ROCK SEDIMENT DAM so' sTREn~ HUffER DURHAM STREAM ~1FFER ~aK ARE TDRAWN WIITHI ~ALEDS RODT PROTECTION ZONE
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TEMPORARY EROSION CONTROL MEASURES WETLAND BUFFER CATCH BASIN p CULVERT REMOVAL OF ALL NOTE: WH NOTE= 14-1ERE NO PRDP05ED GRADING 15 51-10141, TRAIL HILL
-ss- SANITARY SEW&TE & 5E AREAS FOR STABILIZATION 15
32.1 RAISED MANHOLE APPROVED EROSION CONTROL PLANS, GRADING SC ER CD_ & ER8=T jQr1= uL V: ATION 40 0 40 80 120
DWQ RrETLAND IMPACT (IF APPI~ICABI,E) NOTE: NO FILLING IN FLOODWAY. ALL EXGAVATTQIAL BUFFER IMPS TRAIL SOIL SPOIL HILL IL BUFFER IMPACT (IF APPLICABLE) - - Sheet Number
„ Scale 1" = 40' CD-32.A
1 30, TO BE DISPOSED OF OUT5IDE OF THE FLOODPLAIN. =

_ ~ - DD _ ' ' _ .-~A i ~ ~
I
D STA ~ ~ ~ ~ li L N
PT STA ~ ~ ~ ` ~ 16 2 1.60 j ALL RESEEDING OF DI SEEDING OF DISTURBED \ ~ W
~ 2+04.79 ! % ~ AREAS IN THIS SECTION THIS SECTION iS TO BE F
~ PC STA FESCUE GRAS. FESCUE GRASS. ~ _ v
_y ,e~ ~ I PC STA ~ 187+19.39
1 +79.95 _ ~ ~ . ADD ASPHALT RE: 9/D-1 TO ~ ~
0 ~ p EXISTING TRAIL TO MAKE 10' d TM
' NEW BICYCLE ~ x~ ~ _ _ ; WIDE ASPHALT TRAIL AND 00 U
RACK ~ ? X TOPCOAT ENTIRE TRAIL WITH 1 lg N D
CONCRETE PAD 59.5A ASPHALT

10 AG` _ PT T POC STA 3+16.85 TRAIL 2A- ` TYPE NEW 10' ASPHALT ~ n ~j
~ S A ~ ~ B/ 0+66.50 0+00 TRAIL 2B ~ TRAIL JJ RE: 1/D-1 z
ADD TIMBER ~ ~
LNG 1 TALL TO , TYPE PC STA ~ PT STA "-TYPE 4~" < ~~~~~~PA
i j-~ -GO`NTAIN PLANTING 00 2+54.94 ~ 185+73.32 B/G _~aRE:3/17-5 x1 B/G I-_ ~ ~ a
~ 00 TRAIL 2B AGGE55 Tip,., - PT STA - ~,x9 PC STA 18 PC STA 185+06.89 MAIN TRAIL= - z
1 +87.38 0+00 TRAIL ~ ~ WASHROOM X33°5` ~ ~ 0+00 TRAIL 2A ~ - 111 West Main Street
W FACILITIES _ 1 • \ ~t W Durham, N.C. 27701
( ~ ~l~'1 - PC STA L~~ . ' z p 919.682.0368
_ ~ ~ - 1+38.54 ~=es, c~ f 919.688.5646
PROPOSED 10 ~ , . ~ ~ _ ~ t~ W www.cjtpa.com ,n
1 i ~ ASPHALT TRAIL ti
_ _ it ~ - - ~
~ _ ~ No ~r pp~ ' _ - _
ii Z - OF PC STA \
PT STA Wo - _ OO+t R 3+94.40 184+68.21 PC STA
r 10'~ BEE' ~ ~ ~ \ i 16°~ 8 182+75.90 ~ 9
l ~ i i i~ ~ ' PT STA Qx ~ 9. ,
'1 ~ 184+80.92
~ ~ \ /
i ~ • j~ ~ ~ ! 0820-17-11-2334 NEW 10' ASPHALT ,r ~ ~ q
jl ~ ~ ~ TM 507-01-003 r' o ~ TRAIL
TRAIL 2A ~I r _ CITY OF DURHAM I RE: 1/D-1 PC STA ~ i 182+09.99
\ ~ r 4 I ~ _ _ , , i DB 47 / 58 ~ CLEAR TREES TO i` Z~NING~ R-20 MINOR ENTRANCE SIGN GLEAR TREES TO 10'
GRADING LIMITS ~1 LAND USE; PUBLIC PARK TWO POST RE: 1/D- 0820-17-11-2334 FROM NEW ASPHALT 507-01-003
't , ~ A ~ TRAIL CITY DF DURHAM
~ ADD ASPHALT RE: 9/D-1 TO • D DNING / R~ PO ~ ` Project:
v ~ ~ ~ EXISTING TRAIL TO MAKE 10' - ~ r ;k ' USES FACILITIES- \ ~ ~ ~
~ .WIDE ASPHALT TRAIL AND ~ E ~ TOPCOAT ENTIRE TRAIL WITH 1" \ ~ MAINTENANCE / ~ THIRD FORK
i IiATCHLtNE CC ! ~ v ' 59.5A ASPHALT
i% \ CREEK TRAIL
SITE & LANDSCAPE PLAN
DWQ WETLAND IMPACT (IF APPLICABLE} s~--~
DURHhY OPEN SPACE AND TRAIIS
~ r i
~ - - ~ , ~ X % / ~ , ~ ~ ~ r-- ~ V ~ \ ~ ~ y V vvv ~ ~ \ ~ ` ~ vv N4RTHIS~UTH
~ , - ~ ~ \ \ ~ `~'\i ~ \ ~ i i ~ / ~ o ~ ` ~ ~ ~ ~ ~ ~ ~ vv ` ~ v TRAIL SYSTEM
~ ,y ~ ~ i ~ ~ 16 \ / ~ i ~ \ ~ ~ ~ ~ ~ ~ ~~q~ ~ A ~ v v v v og.~ DURHAM NC
~ ~ 1 I ~ i \ ~ ~ ` ~ ~ ~ V ` ~ v ~
4 ~ ~ 1 O 1 ~ ~ K _ _ t 22 OAK , , , ` \ ~ - ~ ~ r f ~ ~ ~ ~ \ / ~ ~ \ o /
`=...i ~ A I ~ ~ _ ~ 1 _29 \ 292 _ ~ ~ ~ _ ~ ~y ~ ~ ~ ~ ~ ~ ~ ~ 10'~ 63~ 'X3' Y~IR = 6' ~ /
i' 1 \ t7` ~N 1 \ V ~ ~ A' ~ ~ ~ D15 ED AREA = ~ ` _ , ~ i
\t3' \~6 ~ \ \ ~ ~ 1 I \ ~ GLASS E3 RIPRA \ ~ \ ~ ~ \ 1 ~ I ~ ~ I 0 ~ \ ~ ~ ~ , -
~ Ox I A ~ ~ 10x 7x 18THK \ ~ A ' 10" BEECH X94 15" OAK ~ d \ \ ~ \ 12 S GUAM ~ ~ f I \ ~ / `(Y ~ ~ ~ ~ \ ~ A~ ~ ~ ~
\ v l ~ 1 ~ A \ ~ 8 v..,~ ~ / ~ ~ / A~ ~y ~ ~ ~ OWNER:
A ~ ~ ~ ~2 1 _ ~ A A ENDWALL 8~ v V ~ ~ ~g6 ~ / / 0 ~ ~ / ~ ~ ~ ~ ~ ~ ~ y ~ ~ ~ ~ ~ ~ ~ ENDWALL ~ ' ~ CITY OF DURHAM
GONSTRU~TION 1 I V°' \ - V ~ 1 ~R 15 RGP 30 ~E EACH ~ ~ l ' 10 ~P TRANGE\ 1 -4 ~ \ ~ X29 \ I / ~ f cy`~/ ~ ~ ~ ~ \ ~ \ ~ ~ ~ ,-w-iHANDRAIL 101 CITY HALL PLAZA
~ ~ ; ~ I ~ INV~313.2 ~ ~ GLASS E3 RI P ~ / / ~ ~ ~ \ ~ ' DURHAM, NC 27701
V''~ ' ~ ~'`Z ~v ~ ~ x 7 x 8 / ~ ~ ~ ~ ~ \ \ ~ 2 - 15" RGf',20~ ATTN: BETH TIMSON
1 ~ ~ V \ ~ ~ \ ~ ~ 1 A E ~ A \ ~ ~ / ( PERMANENT ER~P510N GONTR6L~FABRIG ~ ~ ~ ~ ~ \~1~ ~ ~ \ _ ~ 1=AGH` _ J~; PARKS & RECREATION DEPT ~ ~ LIN~17 SWALE 330 LF%~ ~ ~ \ ~ \ ~ V~ ~ , ~ JNV~ d~
~ V i 1 POP ~ ~ ~ ~ \ \ ~ ~ \ _ \ I ~ \ i , ~ ~ / ~ '1 ~ ~ ~ ~ - ph:919-560-4355 RE: 6/D-3 ~ " ~ ~ ~ ~ ~ ~ _ - fx: 919-560-4021
- ~ SiLT.. ENGE RE: 2/D-3 0 ,1 ~ ~ ~ ~ ~ ~ ~ \ / HEADWALL 6 \ ~ I ~X ~ \ ~ 1 POf~ ~ ~ ~ \ tLL 6 w_-..., ~ ~ ~ \ r 9 4~ POP ~ ~ ~ ~ ~ ~ ~ ~~f,~.~C„ ~QP A ~ rv ~ ~.._y Aye ~ ~ f _
~ ~ " 2-15 RGI'~20 LF EAC ~ i :f'; 20 LE EAGH~ ` ~ ~ ~ ti'4 ~ POP ~`+i ~ ~ V ~r ~ ~ ~t ~ ~ ~ _ _
\ v 1 - ~ ~ ~ \ ~ ` ~ ~ ~ INV = 300.0A ~ ~ ~ 1 ~ POi~ ' ~ j ~ ~ X 1 ~ t ( ~ ~ 12'~~ MAP i ~ ' ~ )0.0A ~ti ~ ` ~ y ~ dAK ~ ~ ~A~ B RIPRAP - , ~ ~ ~ ~ / i ~ ~ POP ~ 10'x~'1'~ fib"fiH~
~ ~ A 3 G.50 ~ \ 1 \ GON~GTIQI~ ~ ~ ~ ~ ~ ~ ~ ~ _ A ~ \ ~ ~ , r, ~ , ~ ' ~ RE~41D ° 3- _
327 .'6 ~ 0 ~ \ ~ ~ v , 5 ~GI N6 AREA ~ ~ ~ ? ~ ~ , ~ ; 1 ~ ~ . / ~ ~
n ~-''-e,," r ~ _ ~ ~ ~ e _ - Ra ~ ~
\ ~ ~ a~ , ~ 12~ POP ~ ~ - _ ~ ~ ~a ~Q
/ 1 - , ~ , 321.9 , ; i ~ ~ - ~ - ~ t7`X ~ ~
/ i A A ~ ~ ~ ~ ~ Gs _ ~ 10"PO ~ ~ / I /ji8,, BEES f
l POP ~ ~ ~ ~ ~ \
COLAS B RIPRA , ~ _ ~ ~ ~j l I A ~ / Sj ~O l s--~ - i 10 BEE: .,.A 'r A ~ AK ~ ~ ~ g r~ ~ l I ` / ~ ~ ~ { I \ ~14aa BEE \ J~~~~~~~AR~~O ~ ~ 24" BCE ~ ~ ~ ~78.0~._ ~ ~ ~ ~7
~ ~ , . v << v , N ~ ; ~ RE:,4 -3 j ~ HEAflWALL`~ ~ r ~ ~ ; ~ ~ ~ ~ l l I I / ~ / ~ A A, a ~4'~ BEE t+ i 20" BEES ~ .~ANDSC,jAF~~~,y
v ~ v / / 51LT PE GE RE: 2/D; / ,
A V / / / ~ i ~ , _ / 10"POP "i`.,.. \ _ ~ Q N V / / ; 0 / 2-15 i 14 Poi \~9 \ ~ 1 l ~ l iV ~ ~ \;1~,~~EE~_ ~ ~ TREE SILT ~ NGE WITH i`'ERMANENI~, ~ ' ~ ~ 1050 :x ,n ~~xE
~ A / I ~ INV= 313.4± ~ t~ A6 ~ 1 \ 1 ~ i i' ~ y ~ V'",3 ~ '~A ~ P~OTEGTION BAR IER LINER TO DIREGT ~ _ , ~ -,1~'\, n1
~ ~ v / / FENCING ti: ~ ~ ~ ~ FLOW TO CULVERTS ~ - ~ \ 18" BEE 16" POP ~ A \ _ \
~ > / ~ l r 1 ~ ~ ~ i I / o rR~MOVE-T1~~B5., ~ ~ ~ \ ~ 1 ~ / , I ~ ~ ~ 15 X37 X3 `WEIR 1 ~ ; .w_ ~ ~ `/~~vl ~P
/ 0 KI / ~ ~ , A c~ NGDOT DROf~`I LET hi ~ \ ~ ~ ~ PE ANENT ER0510N~` ~ --p~NRBE~ ~ii~A = 6,000 5Q 'j ~ ~ ~ ~ N~ H P~~ I ~ ~ ~ 9'
; / TREE PROTECTION ~ ~ - ~ ~ r v 2-15 RGP ~ ._.L ~ _ \ ~ ~ ~ ~ I\, 4 , GONTRD~I+ABRIG LINED ~ ~ 1ET RE: 9ID-4 ~ _ _ _ HEAl7WALL`"\0
\ ~ / f FENCE RE: 3/D-3 RE:5/D-7~ ~ ~ / / t' r PERMANENT ER0510N CONTROL ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 SWALE 500 L~ ~ I GLA~S~ RIPRAP / RE:~4/17-7 \
INV -301.2 ~ i FABRIC LINED SWALE ~ ~ ~ ~ \ \ ' \ \ 6/D-3 ~ 1 t - - - I II / w/H`ANpRAIL ~ ~ ~ 9 18 THK i
1 90 LP ~ ~ ~ \ ~ ~ ~ ~ t / / ~ ~ ~ v ~ y ~ ~ \ 1 I ~ ~ ~ ~ y ~ ~1 ~ /D - 3 / / 2/ 15"RCP ; \ ~ ~ ~ \ \ ~ ~ 6~ _ _ ~ - _ _ / / f~V = 275.9 ~ ~ ` \ \ Job Number: 0831
' / 2" OAK ` / / ~ ~ ~ ~ ~ ~ .
~ ' V ~ ~ ~ ~ ~ ~ ~ / / A ~ \ ~ ~ , ~ ~ \ \ ~ / a r' Drawn WLR CP JW JC KB KH
v 3 2. g M+~ll~~tE CC , ~ ~ ~ ~ ~,~A A ~ \ V ~ \ ~ ~ ~ ~ ~4)/ ~ ~ Checked DAJ EOS TRK SAB KH
~ v _ 314.8 ~ ~ ~ \ / Date 10128105 CD RESUBMITTA_l
CD-32 Revisions 2115106 BID SET
GRADING & EROSION CONTROL PLAN 31o5loa IssuED FoR
AIL - SOUTHERN BOUNDARIES PARK -SECTION 5 TR DWQ STREAM BUFFER IMPACT IF APPLICABLE CONSTRUCTION 816109 BID SET
1 " _ ~0' 8131!09 NCDOT comments 4(7110 DWQ REVISION
Nt NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF -
PAVING FI FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY
LEGEND TOPOGRAPHY A`. ~~I ATED ITEMS EXI5TIN6 PROP05ED ER0510N CONTROL ITEMS ~~a,~~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN
PROPERTY RE1. 338 _L~:L_ 0~ EXISTING PROPOSED PiZOP05ED - - - CONTOUR ON PLANS, BUT ACTUAL LOCATION WILL BE LOCATED C~~d CONSTRUCTION DRAWINGS
CURB d GUTTER X 157.5 IoN IN PROPERTY LINE -SF 51LT FENCE (TEMPORARY) RE:2/D-3 + 157.5 SPOT ELEYAT VEGETATION AI IN FIELD DURING CONSTRUCTION BY LANDSCAPE ARCHITECT AND VERIFIED BY GENERAL SERVICES AND ti
EDGE OF PAVEMENT DURHAM PARKS AND RECREATION. ~ 9,~~~ Sheet Title:
- EASEMENT LINE • ~ E PROTECTION FENCE RE:3lD-3 ~ STREAM (TOP OF BANK) EXISTING PROPOSED DI CONCRETE 51DEWALK TEMPORARY) ~
_ - F w FLODDWAY AK TREE TO BE REMOVED STRUCTURE I ASPHALT SIDEWALK - rsa - TEMPORARY DIVERSION DITCH RE:S/D-3
- FP - FLOODPLAIN (FLOODWAY FRINGE) , , TREE/SHRUB X STING TREES WHE ---a G X X FENCE NOTE THAT E I HEAVY DULY ASPHALT SIDEWALK aL~ ROCK PIPE INLET PROTECTION RE:1/D-3 6 ~K ~ ARE DRAWN WITH SCALED WHERE NOT INDICATED, LIMIT OF CONSTRUCTION WORK iS iRH1L -
RETAINING WALL oo° 50' STREAM Hl1FFER pURHAM STREAM BUFFER ROOT PROTECTION ZONE ~ SILT FENCE OR TREE PROTECTION FENCE SOUTHERN
r Grs ~ GTnTinNit.~ ~anM pnINT SEDIMENT TRAP RE:9A7-4• vGn,u~~n l~i~ ~/4rz1~~1 F~UAI TD t RP~DIUS PER 1 Z 1" DnTT'ATT1 A'r]TY~C~
1+4E21 OF BE61NhTIN6 (TEMPORARY) TREE TRUNK CALIPER FAI STORM SEWER ELEVATIONS SHOWN ARE APPROXIMATE i)UUilijk Lino
UTILITIE-S M RE:7/17-4 AVATED MATERIAL EXISTINGPROPOSED Fr, POINT OF CURVATURE ROCK GHEGK DA NOTE. NO FILLING IN FLOODWAY. ALL EXG VEGEtATION LINE AND SHOULD BE VERIFIED IN FIELD BY CONTRACTOR. PARK
FIT POINT OF TANGENCY (TEMPORARY) TO BE DISPOSED OF OUT5IDE OF THE FLOODPLAIN. UTILITY POLE 30 0 30 60 90 SECTION 5
® ? CATCH BA51N -so- STORM DRAINAGE PIPING REMOVAL OF ALL TEMPORARY ER05ION CONTROL MEASURES NOTE: WHEKE NO PROPOSED 6RADIN6 15 5HOWN, TRAIL NOTE: CITY OF DURHAM 5EWER LINE-5 4 i Sheet Number
AND RE5EEDING OF THOSE AREAS FOR STABILIZATION 15 15 TO BE CONSTRUCTED TO A FINISHED TOP ELEVATION EA5EMENT5 SHALL BE ACCE551BLE AT ALL
SS RAISED MANHOLE O CULVERT TO BE COMPLETED PER APPROVED ER05ION CONTROL PLANS. TIMES FOR MAINTENANCE AND REPAIRS THAT MATCH)=5 THE EXISTING ADJACENT ELEVATION. THROU6H CONTACT KITH THE GENERAL -ss- SANITARY SEWER Scale 1" = 30' CD-32
CONTRACTOR.

,i
~ j'
'/1(2" OAK / w
~ / \ 1 \ ~ / ac
i, ~
ALL RESEEDING OF DISTUR D ~ m~ ~C ~ ~ ~ -
MATCHLINE CC AREAS IN THIS SECTION IS BE
FESCUE GRASS. i x ~ ~ i ~ ~ _ ~ro~ aA ~ 1 l a
0 o ' ~ ~ ~ ~ ~ - , ~g~ \ ~ ~ W
I - \ ~ I 1 a
i ~ ~ I I y
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PARKING 'I \
LOT TO ~ REMAI \ i oz~ , ~ C~o~ fl~~~ ~ ~ \ ~ / 1 a
\
a
LEGEND ~ ~ I ~ `I ~ ~ PROPERTY RELATED ITEMS
0820-17-11-2334 EXISTING PROPOSED ~ ~ I ~1 I I ~
l TM 507-O1-003 k INE ~ ~ \ ~ I d 1 I l~ a
DB 47 / 458 ~ . - PROPERTY L ~ ~
' CITY OF DURHAM ~ - - - e- EASEMENT LINE ~ _ i ~ - ' - ~ J ~ ~ I Z 111 West Main Street
ZONING, R-20 v ` ~ STRUCTURE ~ ~ ~ LAND USE: PUBLIC PARK ~ ' 9d x°' - J 1 W Durham, N.C. 277Q1
x°' -o-o- =X=X= PELAGE _ i ~ ~ ~ _ _ o° I I z p 919.682.Q368
O / ,O r RETAINING WALL / ~1~ _ ~ ~ _ ` I I ~ f 919.688.5646
' PC STA. 1 _ _ ~ ~ ~ 1 j II I W www.cjtpa.com
6+41.47 PAVING ~
' 10' WIDE ASPHALT i EXISTING PROPOSED ~ i \ z~~ ~
TRAIL RE: 1/D-1 ~ ~
CURB ~ GUTTER ADD ASPHALT RE: a ~
s~ 9/D-1 TO EXISTING EDGE of PAVEMENT ~ ~ ^ - I
TRAIL TO MAKE \ ; CONCRETE SIDEWALK _ _ ~ F TOT TRAIL WIDTH AL i ~ ~ ~ \ ~ ~ ~ TREE PROTECTION I
10' -TOPCOAT _ ~ t: ' T STA. ~ ASPHALT SIDEWALK \ _ \ ~ ~ FENCING \ I ~ ~ \ ~ RE:3/D-3 \ I
6+56.45. ENTIRE TRAIL WIDTH , ,x
WITH 1" .ASPHALT HEAVY DUTY ASPHALT ~ PT TA. SIDEWALK \ ~ Q ~ ~ ~ ~ o \ ~ ~ ~ EXIST ~IC~HT POST ~~R ~
PC STA. 31 ~ ~ +06.60 __0 310 ~ ~ ~ ~ ~ ~ ~ oA~ ~ 18'XS'X3'~ WEIR = 4' ~ ~
\ srn STATIONING FROM POINT ~ ~,,I \ ~ ~ 6+91.96 ,+as.~, of BEGIUUING / \ \ 1 ~ D15TURB~G~ AREA =
I \ ~ PIPE BOLLARD ~ POINT OF CURVATURE ~ ~ ~ ~ ~ ~ 10,000 5Q \ r 1
A ~ ~ ~ EACH 51DE ~ '.i POINT OF TANGENCY
~ \ RE: 4/D-2 UTILITIES
~ EXISTING PROPOSED KNO K-DOWN ~ i ~ \ EXTEND EXISTING 2~4
\ LLARD UTILITY POLE , ~ ~ ` \ \ ~ ~ _ _ : \ ~ \ ~ / CONCRETE GULVER7 ~ ~ _ ~51~EEDED TO PA55 ~ Project:
-2 TOP OF NEW ASPHftLT TRAIL ~ ~ GATGH BA51N
RA TO 5T. TO MATCH TOP OP EXISTING ~ ss RAISED MANHOLE O'~1~x18" IPRAP \ ~ ~ UNDEI~PROP05ED ~ ~ / , ~ ~ TRAIL A~~°R ~ ~ THIRD FORK
UT _ ENDS ASPHAI-T ROAD. SAWG _ / 1 \ ~ \ IN5TALL24~E5
EXIST. PAVEMENT A5 NEEDED ING ~ ~ ' - - - 7+24.56 -so -s~-- STORM DRAINAGE PIP FOR GLEAN ABUTMENT ~ ~ © CULVERT _ ~ CREEK TRAIL
- - SANITARY SEWER
-FO- FIBER OPTIC LINE
- NOTE: CITY OF DURHAM SEWER LINES ~ 1 CD 33
EASEMENTS SHALL BE AGGE5518LE AT ALL
- -CONTINUATION FROM MATCHLINE DD TINS FOR MAINTENANCE AND REPAIRS IL SOUTHERN BOUNDARIES PARK TRA „ THROUGH CONTACT WITH THE GENERAL DURNAD[ OPEN SPACE AND TRAD3
~ = 3O GONTRAGTOR.
roPOGRAPHY v ~ ~ ~ ; , ~ ~ , ~ t" NORTHISOUTH
338 - - courouR III ~ ~ ~ ~ ~ _ T~Ai~= ~AS~ a ~ ~ ~ , ~ ~ ~ TRAIL SYSTEM
X 157.5 + 157.5 SPOT ELEVATION (TRAIL G/U I 1 ~ ~ ~ ~ ~ NOT IN CONTRACT ~ / ~l ~ 24" O~A1C ~ ~ ~
IL -PHASE 2 ~ III ~ ~ ~ I o i ~ ~ ~ ~ ~ DURHAM NC
STREAM (TOP OF BAN . N CONTRACT ~ q
. rw FLOODWAY ~ I ~I`l ~ I ~ ` I~ t0 / ~ ~~`~0'~ OAKS ~I~ ~ I I ~ ~ ~ ` ~ ~ ~ V`"w.m \ ~ L
- FP - FLOODPLAIN (FLOODWAY FRINGE)
ENd P 5~ 1 ~ 7.5 so° STREMI BUFFER DURHAM STREAM BUFFER ~ ~ 7.5 ~ I 15TH 19 80.4 ~ ~ I ~ ~ v ~ ~ ~
5TH 19 .80.4J REQUIRED (51ZE VARIES) I I~\ ,,r-~-~ ~ V ~ ~ A I \ A
ALL RESEEDING OF DISTURBED NOTE: NO FILLING IN PLOODWAY. ALL EXCAVATED MATERIAL ~ ,.~-w ~ m~-.~ \ I \ \ OWNER:
AREAS IN THIS SECTION IS TO BE TO BE DISP05ED OP OUTSIDE OF THE FLOODPLAIN. I ~ ~v~ ~ \ ~ CITY OF DURHAM
FESCUE GRASS. ~ ~ ~ ~ j`~ 12" S (~l~M \ \ ~ \ \ ~ 101 CITY HALL PLAZA I ~ 12" OAK ~ ~ ~ ~
' NOTE: WHERE NO PROPOSED GRADING IS SHOWN, ~~~11; I ~ ~ ~ V /y ~ ` ~ 1 OAK I DURHAM, NC 27701
TRAIL IS TO ~ CONSTRUCTED TO A \ , FINISHED TOP ELEVATION THAT MATCHES ` ~ ~ ; ~ V ~ V 1 \ ~ ~ ~ ATTN: BETH TIMSON
PT STA. THE EXISTING ADJACENT ELEVATION.
p 0+80.45 1 ~ ~ DA~ ~ ~ \V " ~.~1 I~ ~ PARKS h:9~9--560-4 OWN DEPT I J p
oA ° T AND ~ STREAM EROSION CONTROL ITEMS DWQ V~ L f _ ' ~ E \ \ ~ ~ ,1 I ~ I ~ fx: 919-5604021 ~ - ~ ~ ~
- - - _ _ ; , / ~ E~UEI~R IMPACTS PROPOSED SILT FENCE (TEMPORARY) { A i ~ ~ ~ ~ { ~ ~ A \ } 12 ~ I /
G'~ ,n WETLAND IMPACT -,Sf -3 i ~ V ~ \ /
_ ~ ~ ~ ~ TREE PROTECTION FENCE ~ A A ~ \ ~ \ /
- ~----.__T- ; WETLAND TEMPORARY RE:3/D-3 (TEMPORARY) ~ vvvoo IMPACT .3~ - TsB - TEMPORARY DIVERSION
1~, ~ ~ STREAM BUFFER DVTGH RE:S/D-3 ~ \ \ ~ ~ ~\1 V ~ \ ~ ~ 1`9 ~ BE~C ~ A~ V
1, A ~ ' PRC ,STA. ZONE1 IMP CT gt,g ROCK PIPE INLET i 1r, Cam` o00 -
~8~~,. 189+85.01 , , a STREAM BUFFER PROTECTION RE:'VD-3 , ZONE 21MPAGT SEDIMENT TRAP RE.9/D-4 - ~ , F L.P. 309~6t d \ \ \ V A ~ _
Ofi \ STREAM BUFFER ® (TEMPORARY) Vii ~ ~ ~ ~ 16'OAK ~ \ V 0~~~ ~ \
WOE ~ K 0 ~ ~ ORARY IMPACT a x - TEMP ® ROCK GHEGK DAM
~ 0 RE: 7/D-4 TEMPORARY) 6~ \ ~ ~ H.F. 310.5 ~ \ c~\ \ ~~.,r"'? \ \ \ ~ \ \ \ `'S,Lll 111 fflll
REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES
AND RESEEDING OF THOSE AREAS FOR STABILIZRTION IS
TO BE COMPLETED PER APPROVED ER0510N CONTROL PLANS. V \ V ~y ~ A ~ : ~~0 9~,5'T' ~ ~ ~
EXISTING ASPHALT ` ` ~ 1=00TPATH TO BE ~ ' : DWQ 50 STREAM BUI=fER VEGETATION 1 ~ ~ \ ~ v~ ` ~ : x i~ 1050 ~ x
REMOVED ~ J ~ 1, 0 ZONE t (30-FT) ~ ZONE 2 (20-FT) EXI5TIN6 PROPOSED ~ ~ v
V` a aK TREE TO BE REMOVED 1~' OAK j~ \ ~I ~ ~I ~ ~ , I ~ ~~d
\ / ~ y~ ~ o, F••......,.~P~
0820-17-11-2334 A ~`a~r ~ TREE/SHRUBS _ _ i ~ „ aK ~ NOTE THAT EXISTING TREES s \ ARE DRAWN WITH SCALED ~ ~ ~ ~ l~ I VIN HP~`
TM 507 Ol 003 so o oNE ~ DB 47 / 458 ~F k, ~ ROOT PROTECTION Z R 1 v A 11 ~ V ~ ~ 101 oA y~l~'fffff111U,,~,, \ ~ o~ I ;
o ~ ~ ~ EQUAL TD 1 RADIUS PE CITY DF DURHAM ti ~ s TREE TRUNK CALIPER ~ \V ~ I ~ i I I
f ZONINGS R-20 0 ~ 5~° ~cb~~R ~ ~m , o , , , sufi~~~ ~-,r' VEGETATION LINE ~ ~ ~ V ~ I ~ I I
~ / LAND USES PUBLIC PARK ~ k ~ ~ ~,z~u~ ~ ~ s A \ I NI ~ ~ \ I \ ~ ~ ~ 1 ~ I ~ A I I ~ Jab Number: 0831
/ Z~ \ ~ ~ 1
~ ~ T NOTE: FOR BIDDING PURPOSES ASSUME SECTIONS OF / 10 WIDE A5P AL , 16'~ OAK 11 ~~\I I II i ~ ~ I / Drawn WLR CP JW JC KB KM
TRAIL RE: 1/D-1 1 • FLAT BOARDWALK, LONG BOARDWALK, AND HEAVY DUTY / ~ ~ ~ ~ I 1 I I ~ Checked DAJ EOS TRK SAB KH
1 ~ ~ ASPHALT SECTIONS WILL BE CONSTRUCTED AS SHOWN _ ~M~` j I t 10' OAK! I I ) ' 1 Date 10(28105 CD RESUBMITTAL
I ~ ON PLANS BUT ACTUAL LOCATION WILL BE LOCATED i 10 WIDE ASPHALT ~ / ~ I I I ~ ~ I Revisions 2115/06 BID SET ~ / ~ ~ I ~ ~ ~ I I I 3105108 ISSUED FOR
~ IN FIELD DURING CONSTRUCTION BY LANDSCAPE TRAIL RE: 1/D-1 ~ ~ ARCHITECT AND VERIFIED BY GENERAL SERVICES AND I I I I I I CONSTRUCTION
~ DURHAM PARKS AND RECREATION. I I I I ~ ~ I~ \ ~ I 816!09 BID SET
~ RJOR ENTRANCE 51GN ~ULI~ I ~ ~ ~0" OAI~ I 8131(09NCDOTcomments ~ , - 'H INI 11 I I I ~ I I AI7hO DWQ REVISION
RE: 1/D/S
R OT INDICATED LIMIT OF CONSTRUCTION WORK IS ~ PRC STA WHE E N , f ~ ~ ~ ~I 11 I ~ ~ ~ 'i _ I'~
j SILT FENCE OR TREE PROTECTION FENCE 188+18.18 ~ ,
i i~ V A I ~ I I i 'V ~ ~ AV ~ I I I I I
II \ 1 oI ~
PORTION OE EXIST. PATH TO ~ I ~ ~ ~ \ I I i 11 h~, ~Y 'I I CONSTRUCTION DRAWINGS
- REMAIN(HATGHED) GRADE A5 NEEDED ' TO TIE INTO NEW ASPHALT TRAIL a ~ ~ 1 I
v N \ ~ ~ ~ 1 I ~ MATCH~INE DD I ~z I~ 1~ SheetTitie:
~ ~ ~,tx>~ n~ ~ ~ ~ ` TRAIL ` , ~ I I
~
~ i v~ ' w I I I I I ~ SOUTHERN i
~ _w ~ ~ ~ ~ ~ , , ~ I ~ ~ I, \ ~ , \ ~ R~TTN11bRTF~
1~ \ 22" OAK ?PARK
SITE & LANDSCAPE PLAN GRADING & EROSI & EROSION CONTROL PLAN 30 0 30 60 90 END PHASE 1
2/CD-33 nwe wEr~an ~ePncr IF APPISCABLPs) M BUFFER IMPACT (IF APPLICABLE) - Sheet Number
TRAIL - SOUTHERN BOUNDARIES PARK - CONTINUATION FROM MATCHLINE E DWQ STREAK BUFFER IMP 1 " = 30' Scale 1" = 30' CD-33

LIST OF DRAWINGS
s COVER SHEET
n V OIL TRAIL SHEETS
V I CD-lfl PROJECT NOTES
CD-lb REQUIRED TREESAVE AREAS
CD-lc REQUIRID TREESAVE AREAS
CD-2 OVERALL TRAIL, PROPERTY LINES AND SHEET INDEX CD-2a-2e TRAIL PROPERTY OWNERS, EASEMENTS AND SHEET INDEX
CD-3 STREAM DEBRIS REMOVAL LOCATION MAP
TRAIL DRA1~iGS 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-s TRAIL -CROSSING HOPE VALLEY ROAD
CD-6a DETAILS - WOODCROFT PARKWAY WALLS, DRAINAGE, AND PLANTING
CD-7 TRAIL - WOODCROFT PARKWAY SECTION i
CD-7a TRAIL - WOODCROFT PARKWAY SECTION i-SIGNAGE AND STRIPING
CD-8 TRAIL - WOODCROFT PARKWAY SECTION 2 CD-9 TRAIL - WOODCROFT PARKWAY SECTION S
CD-10 TRAIL - S. ROXBORO STREET SECTION 1
OWNER: CD-11 TRAIL - S. ROXBORO STREET SECTION 2
CD-12 TRAIL - S. ROXBORO STREET SECTION 3
PROFESSIONAL ENC CITY OF DURHAM LANDSCAPE ARCHITECTURE ENGINEERING. )NAL ENGINEER: SEDIMENTATION AND EROSION CONTROL PLANS cD-12a TRAIL - S. RoXBORO STREET SECTION 3-SIGNAGE AND STRIPING CD-13 TRAM, - S. ROXBORO STREET SECTION 4
GENERAL SERVICES DEPARTMENT U R JEWELL THAMES PA ~ ~ ~ CO LTE WARD CONSULS CONSULTING ENGINEERS, PC CD-14 TRAIL - S. ROXBORO STREET WOODBRIDGE SECTION
CD-15 TRAIL - WH,LOWBRIDGE SECTION i
0: 111 WEST MAIN STREET 8386 SIX F 2011 FAY STREET SIX FORKS ROAD # 101 CD-ls TRAIL - WILLOWBRIDGE SECTION 2
A EIC~H NC DURHAM NC 27701 R L , GH, NC 27615 cn-ie TRAIL - cA~Rn~iARt, D~RIVEBSE oN
DURHAM, NC 27701
_ - - PH: 919-870 PH. 919 682 0368 PH: 919-560 4197 ?19 - 870 - 0 5 2 6 CD-19 TRAIL -ORIOLE DRIVE SECTION 1
• 9 9- 7C FAX. [phone] FAX. 1 8 FAX: [phone] ~ 19 - 870 - 53 59 cD-2o TRAIL -ORIOLE DRIVE SECTION 2
CD-21 TRAIL -SURREY GREEN SECTION 1
CD-22 TRAM, -SURREY GREEN SECTION 2 CD-23 TRAIL -SURREY GREEN SECTION 3
3 eD-24 TRAIL - MANFORD DRIVE SECTION
CD-25 TRAIL - COURTLAND DRIVE SECTION 1
CD-26 TRAIL - COURTLAND DRIVE SECTION 2
CD-27 TRAIL - COURTLAND DRNE SECTION 3 CD-28 TRAIL - SOUTFD:RN BOUNDARIES PARK SECTION i
CD-28.1 TRAIL, -SPUR FROM MLK BLVD TO MAIN TRAIL
CD-29 TRAIL -SOUTHERN BOUNDARIES PARK SECTION 2 CD-30 TRAIL -SOUTHERN BOUNDARIES PARK SECTION 3 (EX CONDITIONS)
P R 0 J ~ C A.rI'A CD-30.1 TRAIL -SOUTHERN BOUNDARIES PARK SECTION 3 (SITE & GRADING) CD-31 TRAIL -SOIL SPOIL HILL 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
]~~TAIL DRAWINGS
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 BIxE, BOLLARD, FENCE AND PLANT DETAHS
-g TM REF IMPERVIOUS IMPERVIOUS FRINGE AMOUNT % NO FILL EA LAND AREA 172.068 AC D-3 EROSION CONTROL DETABS
CITY OF DURHAM 0719-D3-10-9640 7,64 AC 1.25 AC 1.36 AC 0 0 E 0 % 0 GARRETT ROAD PARK Y 426-01-008 I 0.032 AC EXISTING ZONING R-10 AND R-3 D-4 EROSION CONTROL AND STREAMWORK DETAII.S
HOPE VALLEY POINTE LLC 0719-03-20-3309 0.15 AC 0 0.05 AC 0 0 { 0 % 0 0.003 AC SOME PROPERTIES IN F/J-B D-5 WARNING, EDGING AND CURB & GUTTER DETAD.S
GREENWAY EASEMENT Y 426-01-008A ~ .WATERSHED D-s NOT USED
RTE 751 ROW - - 0 0 0% 0 0 WATERSHED CAPE .FEAR D-6.1 WALL AND BOARDWALK DETAILS
WACHOVIA BANK 0719-03-20-8641 I GREENWAY EASEMENT Y 426-02-004G 0.24 AC 0,003 AC 0.04 AC 0 O ~ 0 % 0 0 PROPOSED ZONING NO ZONING CHANGES D-7 STORMWATER DETAILS BUILDING INFORMATION NO BUILDINGS PROPOSED D-8 SIGN DETAHS
REGENCY PROPERTIES y 0719-03-20-8290 O,p24 AC 0.024 AC 0.024 AC 0 0 ~ 0 % 0 0 D-9 HANDICAP AND ROADWAY DETAILS
GREENWAY EASEMENT 426-02-004D I PARKING REQUIRED NO PARKING IS REQUIRED D-10 GUARDRAIL DETAHS
WOODCROFT PARKWAY ROW - - YES 0 0 % NO NO EXISTING PARKING PARKING IS AVAILABLE AT BOTH
REGENCY PROPERTIES 0719-03-30-1521 i GREENWAY EASEMENT y 426-02-004F 1.664 AC 1.196 AC 0 ~ 0 % 0 0 GARRETT ROAD PARK AND AT
WOODCROFT COMMON ASSN 0719-03-30-2661 0.143 AC 0 - 0 SOUTHERN BOUNDARIES PARK 3 ADDITIONAL SPACES ARE PROPOSED ISSUED FOR BID
GREENWAY EASEMENT Y 426-02-004C 0.09 AC 0.022 AC 0.037 AC 0 ~ O AT GARRETT ROAD PARK
DUKE POWER 0719-03-30-441.8 GREENWAY EASEMENT y 426-02-0048 0.09 AC 0.016 AC 0.027 AC 4.778 AC 0 0 % 0 0
OLIVER & BILLIE ALPHIN y 0719-03-30-6545 0.28 AC 0.078 AC 0.117 AC 4.170 AC D 0 % 0.020 AG 0
GREENWAY EASEMENT 426-02-003C _ EXISTING PAVED 18.296 AC (10.63 NOT ISSITED FOR CONSTRUCTION
EXI5TIN6 WOODCROFT ROW - - YES ~ 0 0 % YE5 0 AMERICAN WOODCROFT COMMON ASSN 0719-03-41-8286 2.22 AC 0.007 AC 0.254 AC AREA
TOBACCO GREENWAY EASEMENT Y 426-02-003E 0 0.43 AC 0,874 AC 0.8 % 1.346 AC PROPOSED PAVED 23.670 AC (13.76%)
BNP REALTY WOODS EDGE APT 0719-03-42-8397 GREENWAY EASEMENT y 426-02-002 0.027 AC 4 0.002 AC 0.027 AC 0.007 AC 25.9 % 0 0 AREA INCREASE 3.13%
yp~~ BouNn,~i HOPE VALLEY FARMS HOA 0719-44-52-6521 3.27 AC 0 0.19 AC 1.264 AC .006 AC 0 EXISTING IMPERVIOUS 20.439 AC (11.88
PARK ~ GREENWAY EASEMENT Y 425-02-010 0 0 % 2 SURFACE
~ a+~" CHOWNINGS PLACE TN ASSOC 0719-03-42-8252 GREENWAY EASEMENT Y 425A-01-024 0.360 AC 0 0.05 AC 0.360 AC 0,014 AC 38.9 % 0 0.059 AC PROPOSED IMPERVIOUS 26.342 AC (15.01 A COPY OF THE APPROVED SURFACE INCREASE 3.18%
B~~GHwooo
I GEMETARY ROXBORO STREET ROW - - N0 - -YES NO SPUR f~ROM MLK BLVD TO MAIN TRAIL ; ~ ~ CITY OF DURHAM y 0719-04-63-4674 3.13 AC 0 0.14 AC 0 0 TOTAL DISTURBED AREA 21.6 ACRES SITE PLAN MUST BE KEPT ON
~ Rod 425-02-4108 0 0 % 3.13 AC 1i F DU HAM 0719-04-64-6573
, CITY 0 R y 3.40 AC 0 0.23 AC 0 0 0 % 3.40 AC 0 ''ii~`f,;; HILLS~pE 424-01-0048 SITE AT ALL TIMES. SITE
HIGH SCHOOL WOODBRIDGE III H 0 ASSN Y 0719-02 65 7360 0,38 AC 0 0.16 AC 0 0 0 % 0.38 AC 0.072 AC PROJECT NOTES PLAN WILL BE PROVIDED TO ON-SITE TOPOGRAPHIC AND BOUNDARY INFORMATION TAKEN
HOPE VALLEY GOLF ~ ? GREENWAY EASE NT 424A-01-005D G WOODBRIDGE Ili H 0 ASSN y 0719-02-65-8677 1.40 AC 0 0.16 AC 0 0 0 % 1.40 AC 0,145 AC FROM SURVEYS PREPARED BY: CONTRACTOR BY OWNER.
~ ~ GREENWAY EASE NT 424-01-006 PHILLIP RILEY SURVEYING,
, ; ~ ~ CITY OF DURHAM 0719-02-75-1973 0.92 AC 0 0.06 AC 0 0 0 % 0.92 AC 0.102 AC ~ Y 422-01-0126 DON GREELEY, C{TY OF DURHAM, LINDA D. EDMONDSON R.L.S.
TNIRD FORK CITY OF DURHAM 0719-02-76-4498 < ~ y _ _ 12 6.60 AC 0 0.24 AC 0.787 AC 4 0 % 5.813 AC 0.189 AC TOPOGRAPHY ON ADJACENT PROPERTIES FROM THE CITY OF
CREEK TRAIL.. 422 01 0 DURHAM GIS DATABASE.
~ p}ipyE j CITY OF DURHAM y 0719-02-76-9976 1.55 AC 0 0.12 AC 0 0 i 0 % 1.55 AC 0.120 AC ~ 422-01-002A
SURREY GREEN H 0 ASSN 0719-02-87-6709 1.31 AC 0 0.18 AC 0 0 ~ 0 % 1.31 AC 0.555 AC N THIS TRAIL SITE RUNS THROUGH FLOODPLAIN LAND AS NOTED ON THE PLANS. FLOODWAY AND FLOODPLAIN LOCATIONS ARE
~ ~ 4p ~ GREENWAY EASE NT 422-06-002A ? y ~ HOPE VALLEY FARMS NORTH HO 0719-02-87-1013 0.02 AC 0 0 0 0 I 0 % 0.02 AC D TAKEN FROM SURVEY INFORMATION AND FROM THE FEMA MAP
GREENWAY EASEMENT N 506-01-006 PANELS #154, 158, 159, 162 DATED FEB 2 1996.
6ARRETT ROAD SURREY GREEN H 0 ASSN 0719-02-98-1592 THE CITY OF DURHAM TRANSPORTATION DEPARTMENT WILL BE
PARK GREENWAY EASE ENT N 420A-05-002 0.46 AC 0 0.11 AC 0.046 AC 0 0 % 0.414 AC 0.112 AC i RESPONSIBLE FOR THE CONSTRUCTION OF ALL CROSSWALK
~oR~AN CITY OF DURHAM 0719-02-99-4012 3.78 AC 0 0.06 AC 3.424 AC 4 0.124 AC N 418-02-004 0 % 0.356 AC H16H 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 D.391 AC 0 0 % 1.489 AC 1.875 AC 5k 418-02-0048 ALONG WOODCROFT PARKWAY AND S. ROXBORO STREET. COD TRANSPORTATION WILL BE RESPONSIBLE FOR ALL ASSOCIATED
0729-01-09-1219 CITY OF DURHAM N 3.80 AC 0 0.12 AC 0.406 AC 0.007 AC 0 % 3.394 AC 2.661 AC TRAFFIC SIGNAL WORK AT THE INTERSECTION OF WOODCROFT
~ I - 4p 418-01-001 PARKWAY AND NC 751, AS WELL AS THE REQUIRED STRIPING
GIlY OF DURHAM N 0729-01-09-1449 0.473 AC p 0.034 AC 0.062 AC 0 0 % 0,411 AC 0.076 AC ~y~. ~ 418-01-002 AND SIGNAGE. THE CONTRACTOR WILL COORDINATE WITH THE COD TRANSPORTATION DEPARTMENT FOR CONSTRUCTION
CITY OF DURHAM N 0729-01-09-4660 6.31 AC 0 0.08 AC 0.630 AC p 0 % 5.680 AC 3.802 AC SCHEDULE.
507-01-001C CITY OF DURHAM N 0820-17-11-2334 54.585 AC 15.645 AC 16.941 AC 15.516 A 0 0 % 18.600 AC 5.445 AC STREET TREES SHOWN AS REMAINING WHICH DIE AFTER TRAIL
. PUBLIC WORKS FACILITY 507-41-003 CONSTRUCTION SHALL BE REPLACED. STREET TREES SHALL
CITY OF DURHAM 0820-13-12-7945 SOUTHERN BOUNDARIES PARK N 414-01-007A 20.240 AC 3.251 AC 3.650 AC .0002 AC 0 0 % 0 0 REMAIN HEALTHY FOR 1 YEAR AFTER ACCEPTANCE OF PROJECT
CITY OF DURHAM 0820-13-22-3934 5.391 AC 0 0.044 AC 3.367 AC 0 BY THE OWNER. TREES WILL BE REPLACED BY AN EQUIVALENT TRUNK CALIPER INCHES OF LARGE MATURING HARDWOODS (3"
N 4- -002 0 0 0 CALIPER MINIMUM SIZE AT INSTALLATION). FOR EXAMPLE, A 10"
CITY OF DURHAM 0820-13-23-4248 0.604 AC 0.003 AC N 414-01-006 0 0.051 AC 0.604 AC 0% 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 15 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 TWE PURCHASE OF THESE TWO PROPERTIES. CALCULATIONS FOR IMPERVIOUS SURFACE, TREE RETENTION, ETC INCLUDE THE TRAIL CONSTRUCTION AND ALSO THE PROPOSED SCHOOL BUS ACCESS DRIVEWAY. ~VJAY. AND IS NOTED ON THE PLANS.
- STREAM BUFFER: THE TRAIL FOLLOWS THIRD FORK CREEK AND
VARIOUS TRIBUTARIES AND DISTANCE OF THE TRAIL FROM THE STREAM ~~,,,~~~P D C Ap~~,/~~
BANK VARIES. 50 STREAM BUFFERS ARE SHOWN ON ALL PLANS. 0 . ~ F••
-STEEP SLOPE PROTECTION: THERE ARE NO STEEP SLOPE AREAS ~ =.~~a 9~~:7~
(25%) GREATER THAN 10,000 SF IN AREA ALONG THIS TRAIL. : x ;N ~ O5 x
- WETLANDS PROTECTION: THERE ARE WETLANDS .ALONG THE TRAIL
SITE WHICH HAVE BEEN IDENTIFIED BY JAY CARTER WITH JAY CARTER
ASSOCIATES. WETLANDS ARE SHOWN ON THE PLANS AND AFFECT THE
NOTE THAT NO ENCROACHMENTS WITHIN 5 FEET OF THE TOP OF THE TOP OF ANY AREAS ON PLAN SHEETS: CD-5, CD-8, CD-9, CD-10, CD-11, CD-16 vJN HNk ~
STREAMBANK WILL BE ALLOWED UNLESS SPECIFICALLY SHOWN ON .LY 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.

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PROPa5ED PROFILE TO RESULT IN NO NET PILL H
( ~15LOPE " 3'9 EXISTING GRADE. ODE 4" CONCRETE SIDEWALK _
MIN, fIRST 1' OF SWALE TO SL.OPE V4 PER FOO MIN. 4
6' 6" TRAIL Y~ODTN W
FRpM LC OR FILL ~RASyEp ti,~ 5L~ GRA55ED MEET EX15T1NG MU N N OR FILL MULCH OR FILL cat~p'ACTEDEARTxTORETAiN d
1~T EXI5TIN6 SYJALE GEhfl'~ LIt~ SYJALE GRADE ~2ADE GONT) 0,9' GONTINU~15 BASE Ate ~ ~.5° 59.5A 1
_ N 1.5° 59.5A
0.5 EXI5TIN8 EXIST'I _ ~ ~ GRADE SEED AND MULCH -1I1 ~I~ ~I ` ~ c~
GRADE 3 MIN 3 MIM i I I-I I ~a' coriPACTEV AssR~sA»
0 0 0 0 0 0 0 0 0 0 6 6 TRAIL Wg7TH LINE ShVd.E WCIN TURF C PROFIL> fiOR STRAIGHT PORTION OF PAT 0 0 0 0 0 0 0 0 0 0 0 0 0 (-I 1 1 1 1 BASE uouR5E= 40MPAGT TO 95SG o I-III-I raaDlt^is~ ASTra D X557 n ~~I} n
' GOh~AGTED EARTH 70 RETAIN l~It~~04T MAT BA5E AND SUBGRADE LINE 5NIALE WITH TLRF W~ NOIEO ON PLAN, III-I I ~roND TRALI. ED6E z lJU ~=j~1 I -IIi~II~I~IiI~~~(~TI=f ~ I(:J11~
4' ~ REINFORL~IT MAT 2 t MIN M.CPE 57 STONE INII=1(l-111=11~II~y1=111-11~11~11~111=11~"II~I~III-III z ~ I~ 11=1 T I-1I i~ I I-I I -i I I-I I I~ I I~ I I-1 I 1=11 ITT=1 l i=1!!_ cor~ACT SuBe~An>^ To ~ j ~ ~ ~ (~(n1C~ ~
- ~ , a° 59.5A WERE NOTED ON PLAN, T EXI5TIN6 _ I I- 2:1 NNNNN SLOPE FIRST 1 OF MEN - - - 98% STANDARD pRpC.TOR U CaJtl U UI~c~J ASTM D 698 ~
TO SLOPE i/A~" 6~tADE I III 1 -1 6, Ar~ATE F~ FooT GONSTRUGTI ON NOTES: 0. 0
I I?11I I sASE cauRSE- cor~ACr To 9°.15 _ - EXISTIf~ 1. THE GONTRAGTOR SHALL TAKE c ' ` I_I I1=1 r~~1~ A5TM r~ 1~r sRADE AL_L TAKE GARS NOT TO pAMAC~E TRi?1=5 OR ~ z 111 West Main Street
L._ _ tz' BEYOND TRAIL ~ EXISTING ROOTS. _i~ll_II~! ~ -I_ ~I~Ii~I rl I_If~l 1= AT~+ 2. EXCAVATION WITHIN A TREE'5 D
I ICI I C I I- i I III I I-ll =kki- I I I I- 1=111 ilk I1=1Il~f L~iI ~ Ac p ~wALE ! [=1I ~i I ~I 11=1I ~I 11= I ~I I 1=1 I I I1=11=1 I H I ~I I - eor>Preer suesRAV>r r0 1,~, 5I- G 21 BY G (TY (N5P1=GTlONS AND THE G I T A TREE'5 DRIP LINE MUST BE APPROVED JOINTLY W Durham, N.C. 27701 ~lD THE GIN ARBORIST.
98lK s?ANDARD PROGroR 3. A MINIMUM OP 3" #57 STONE 5H, ASTNf D 698 ' STONE SHALL BE PLAGED UNDER THE 51DEWALK z p 919.682.0368
' WITHIN THE DRIP LINE OP ANY TREE = ANY TREE. NOTIFY THE OWNERS REPRESENTATIVE HEAVY DUTY TRAIL PAVING NOTE. ~ f 919.688.5646
3' M{N FOR STONE DEPTHS GREATER THAT :AT1rR THAN ONE P00T. USED WHERE TRAIL GR055E5 SEWER EASEMENTS OR IN u www•cjtpa.com
VEHICULAR PAVEMENT: MUL.GH OR PILL THE ENTIRE ARE FOR GARRETT ROAD PARK PARKING AREA AND PROFILE FOR PATH AS IT GR055E5 A SLOPE ~~°E MA~~~- ~O~D 5. Sr=ED AND MULCH T1-IE GON5TRU~ :NTlRE AREA WHERE #57 5C3TNE HA5 BEEN PLACED. LOCATIONS GR05SED BY MAiNTENANGE EQUIPMENT I^OR
PUBLIC WORKS OPERATION CENTER PARKNG AREA FoR TRAIL coNSTRUCTioN To GON5TRUGTIDN AREA ADJACENT TO THE TREE SEWER WORK.
E3E DI5P05ED OF OFF-51T'E PROTECTION 5lDEWALK. 2 S9.5A OVER 8 CABC OVER COMPACTED SUBGRADE 1GTING PEDETRIANS U51NG THE 51DEWALK. LIMB GD-B 98' GD-18 160'
N4TE5: 6. PRUNE LIM85 085TRiJGTING PEG THE TREE UP TO A HEIGHT OP 8 PE ~T OE 8 FEET. GD-8 140' GD-19 130'
1. TO ENSURE PATH STAYS DRAINED OP WATER, ASPHALT SURFACE GD-10 180' GD-21 40'
SHALL SLOPE PROM CENTER DOWN TO EDGES ON STRAIGHT SECTIONS. GD-15 212' GD-22 40'
ON SECTIONS WHERE THE PATH CURVES, SLOPE SHALL PALL PROM THE
OUTSIDE OP THE CURVE DOWN TO THI* INSIDE EDGE. UNLESS OTHERWISE A5 SHOWN ON SHEET GD-4a POR 6 NOTED. SIDEWALK GONSTRUGTION. -4a POR 6ARRETT ROAD PUBLIC GD-16 40' GD-24 40' ~N GD-17 40'
2. ASPHALT PATH IS TO BE SURFACED SUCH THAT WATER DOES NOT
POOL IN ANY SPOTS ON OR ADJAGENT TO PATH.
- TO ENSURE NO PONDING OP WATER ADJAGENT TO 2 D-1 1 A D 1 CONSTRUCT SWALE 1 D 1 3/D-1
THE TRAIL SIDEWALK CONSTRUCT TRAIL GRADE DIN THE PLOODWAY. ALL SUBGRADE AND aTRUCTION -TREE .PROTECTION HEAVY DUTY TRAIL PAVEMENT
BITUMINOUS TRAIL ND PILL IS ALLOwE NTS PAVING EXCAVATED MATERIAL 15 TO B)= DISPOSED OP OPP-SITE BASED ON DETAIL PROVIDED $Y CI1 9DED BY CITY OF DURHAM PUBLIC WORKS DEPARTMENT NTS
NTS
Project:
CONCRETE
' PAVEMENT ~pE TYPICAL. CONCRETE PAVEMENT TURN DOWN EDGE, WELDED"WwRE9FABRIG9 THIRD FaRK
' 3004 PSI 9.aS~ cRasS sLOPE TYPICAL
' MEDIUM BROOM FINISH MEDIOUM BIROOM FINISH 6" 6" BOTH SIDES, TYP. FINISHED 4000 PSI CONCRETE CREEK TRAIL
1.5`~ GROSS SLOPE TYPIGA . 6" x 6° W2.9 x W2.9 WELDED GRADE 1. 5~ CRO S SLOPE TYPICAL
n /J ® G 9 ~ T-+--.~-• WIRE FABRIC I
~ n. u t: , % ~ : : . 5
EDGE OF EXISTING PAVEMENT ~ THK, ~ ~ „ ~ a~ ~ n _ a
„ 2 ASPM. CONC. SURFACE ~ ` ~ c~ - ~ ~ , a, 6 ~ ° COMPACTED A6GRE6ATE
NEW 30 CURB & GUTTER COURSE TYPE S9, 56 ~ ~ ' ~ ~ o ~ICOOT 846-ot -1 I i ; ; , .~__I--I I I I ~ ; , ; .o ~ 0 ~ ~ ~ I_ I~ I I I I ~ 4,... I o ~ ~ ~ - ; . ~ I F _ I °T" DutWeu Orsa SrACS ~xn'fa?us BASE COURSE- COMPACT TO 9555 y.,. ~ 0~ MODIFIED ASTM D 1557 ~ ,I ; ~ i f 1 ~ ' ,
REFERENCE 6/D-5 FOR NCDOT DETAIL I I-..-.-- I
' ; ; ;.~_I SAWCUT EXISTING PAVEMENT I , . i 1 I.. . . I ._.._._.i : 2' FROM EDGE OF NEW ..I......_ . I E _ ; _ NORTHISOUTH , ~ ! . _ ~ - 'i . ' 'COMPACTED AGGREGATE A
, 6 . t I GUTTER I I.._..._..__ I , " ~ BASE COURSE- COMPACT TO 95X TRAIL SYSTEM
. 3......_.. MODIFIED ASTM D 1557 I GaMPAGT 5UB6RADE To
, E COMPACT SUBC~RAD1w TO i - I i..,,.. , fr~I !FI ,i~ _ I . i. I-- 985K STANDAW7 PROCTOR COMPACT SUBGRADE TO 98% DURHAM NC ASTM D 69.8 STANDARD PROCTOR ASTM D 698
t![ I~~ I I~......., ~ t.,f,' ,I R$~ STANDARD PROCTOR . „ 1-.'-'- i 1 . h I ' ASTM D 89$
6 I'~ i ~ Y ' I + -
. j i._ .I ' EXISTING . -I I --G ! ! .PAVEMENT ~ S~T1C QC~.
/I n :~%'+.1v'"~; ~ ~ ~°~N! 'Sr"~; ~Y..afi,/`1~.i,•~r_~~4 r, r4,.)~ `'''7 ~f4,1t }"Lj~~'f ti,~~~_~t ~~i., ,F~ ~ f~jni..)~%:i'~'~'ti~'f. S. ~;~r~r. j~`',?',Suiiy~%'~~' ~..?G,' ' NOTE: CONCRETE TO BE BROOM FINISHED
~ ` 1. EXPANSION JOINTS ARE TO HE SET A MAXIMUM 1. EXPANSION JOINTS ARE TO BE 5E ' I I . I ~ ' OP 34' APART, OP 30` APART, ?E TO BE 5ET A MAXIMUM PERPENDICULAR TO DIRECTION OF TRAVEL
L; I II i` i ;_.___rl I__ , __,-t-I:.-._I I I-' I I-' ; 2. CONTROL JOINT SCORING 15 TO FOLLOW PATTERN 2. CONTROL JOINT SGORW6 15 TO P RING 15 TO 1=0LLOW PATTERN OWNER:
I m - - ` ~v SHOWN ON PLAN WITH SCORE JOINTS A MAX{MUM SHOWN ON PLAN WITH SCORE JOIE , t__I I I ' ~ ~ OF 14 APART. i SCORE JOINTS A MAXIMUM Y~" DIA. X 18" LONG ®18" CITY OF DURHAM
` ; , OP 14' APART. ;...._Iil. .III... ~i _I€L.___~I~_._II ~I..___~~_.' „ O.C. SMOOTH STEEL BAR. Y2" EXPANSION JOINT ~ 101 CITY HALL PLAZA
6 ASPM. CONC. INTEMEDIATE T 3. GONGRETE TO BE MEDIUM BRDOM PINISHED 3. GONGRETE TO BE MEDIUM BRAG STONE BASE MATERiAL CouRSE, I S9.08 (IN TWO LIF S} 1EDIUM BROOM I^INISHED WRAP AND GREASE ONE END 30'-0" CENTERS MAX DURHAM, NC 27701
PERPENDIGULAR TO DIREGTION OP TRAVEL. PERPENDIGULAR TD DIREGTIO~ DIRECTION OP TRAVEL. ATTN: BETH TIMSON
fi" 24" 2' MIN I E K JOINT X T 4. WHERE ADJAGENT TO EXISTING S D WAL 4. WHERE ADJAGENT TOE IS iN6 O EXI5TiN6 SIDEWALK, JOINT ~ , n ~ PARKS & RECREATION DEPT
PATTERN AND FINISH TO MATCH EXISTING. PATTERN AND FINISH TD MATG iH TD MATCH EXISTING. a a 5 z ph. 919.560-4355 .,e ~ fx:919-560-4021
5. WHERE CONCRETE TRAIL MEETS EXISTING CONCRETE WALKS, WALLS 5. WHERE CONCRETE TRAIL MEET TRAIL MEETS EXISTING CONCRETE WALKS, WAL_L5 ~ n u ,
AND Vl~RTIGAL SURFACES, PROVIDE AN EXPANSION JOINT AND VERTICAL SURFACES, PRc ;SAGES, PR01/IDE AN EXPANSION JOINT s ~ ~ ~
4 D-1 .SE.4'~114N.
„ 6 D-1 5 D-1 7/D-1
30 CURB & GUTTER VEHICULAR CONCRETE NCRETE PAVEMENT 5p~'NAL- DRIVE CONCRETE TRAIL MLI L,NDERPA55
CONCRETE SIDEWALK . NTS NTS
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CONCRETE TRAM. PER PLAN DETAIL REFERENCE
ADA STANDARD "HANDICAP Boa-°~O~N p ~P oo~ PARKING ONLY" SIGN AND ~
ROUGHENED CONCRETE SURfACE FINISHED GRADE "VAN ACCESSIBLE SIGN"
~ BITUMINOUS TRAIL PER PLAN ADD Nt3^I Y~DENED TRAIL SECTION FORA 1D' FINAL TRAIL WIDTH 6 ~ 2 DETNL REFERENCE n '
2 MIN. BACKFILL \ \ ~
~ ~ w ~ ~ ~ o. ~
. ~ ' f NEW WIDt31ED TRAIL EXISTING TRAIL ADJACENT EXISTING PAVEMENT ~ WHEEL STOP ~ ~ ~ Job Number: 0831
•4 0,' r , ~ 2" r' + _ ~ SAWGtT GLEAN, NEAT STRAIGHT EDGE ~ ~
3 R ~ e e , , e 14 TYP of EXISTING A55i''?IiALT TRAIL S • • _ ~ i~ ~4 ' ' 6° ba n 7u MiFl. 59,4A TOPCOAT (f~Nl Ate EXISTING) I ~ \ N
2 59fa4 I • d I I - ! -I GLEAN AND TAGKGOAT TOP ~ a 8: 0' ~ 8.00' 2~' MAX. SLOPE IN ANY Drawn WLR NLT KB KH CAST-IN-PLACE CONCRETE ~ ~ DIRECTION' WITHIN HANDICAP Checked DAJ EOS TRK SAB KH _
li~ ~ I I ~ ~ ; GOMPAGT~ EARTH 70 RETAIN , _,__.I SURFACE OF EXISTING TRAIL ~ _..I i.._-' I BASE AND ~GRAf7E I q I I ~ _.....I 4u FO ~ I. 3000 PSI PARKING AREA Date 10/28/05 COD RESUBMITTAL ji ' ;I ;p ; ,
` _.~i(I t,Y: i... , ,,J~ PAINTED Revisions 2115106 BID SET__ ' „ 3105/08 ISSUED FOR _
_ - I- I~I11=1 STONE BASE MATERIAL SPACE r::' NOTES: CONSTRUCTION
EGATE ; ? . . ~ : I- i I___._ I ~ ! i i-i (i- - ~ ' E1gSTIN6 ASPHALT _ ;.fi ~ . COMPACTED AGGR • • , , -1 ~ I -I BASE CWRSE- COMPACT TO 95% ...w...._ I I I-_ I~ ...._j _ j [ I ` ' 111=3 ( TRAIL AND BASE ' > ~ '-zw,;, C~ G~ _ SIfi109 BiDSET
1 - ( I I ,--,C .'.__'_t ~ ~...-..--..i ! I- I , -.^_f , ~..__.._i [ I ` C,.yl...-~ 7 C ~r..~6.....'7 ...J ~_./^`5../~.. , C MODIFIED ASTM D 1557 , I r~ ~ 1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE - - ' - IDENTIFIED BY ABOVE-GROUND SIGN5 ONLY. ~ I
, I , I ; I, ~ I I ; i .__I t I ; I COMPACTED AGGREGATE - III-_ _ - - - _ - - u ATE (:.-_I i ! 1-._ I_._._i i 1 ; II-II[-III-II II-- ILI=III III I-I I _lit ILI 6 co>~PAUT~ aGGREG 1 i
BASE COURSE- COMPACT TO 95% I~ I ~I III ~~-I I -~~I I ~ -LI= I I~ ~ 1=1 ~ 1=~-~= I BAS GOIJRSE- GpN1PAGT TO 9!`~li _ , I , ' ' ' I J~~- MODIFTED ASTM D 1557 - = M~IFIEDASTMD 1557 -_I ~ I I__ i 2. ACCESSIBLE SPACES ARE REQUIRED TO BE STRIPED OFF 1 ! ~ ~ ? COMPACTED SUBGRADE TO ONLY, BLUE COLORING IS NOT NECESSARY NOR REQUIRED. -
I_If ill_I11= II.III= II~I~_II II 1 II II LII_I!I li- ~ i _ , I ; ; . ~ i , . - - 12 BErot+>, TRAIL EDGE ' ~ t I L.. - MATCH EXISTING SURROUNDING '
;I....._. .I I~....... COMPACT SUBGRADE Tp , I I i I ,....,,.......f ; SUBGRADE 3. STRIPING IS WHITE ON DARK PAVEMENT AND BLACK ON LIGHT ` PAVEMENT. .I
98 X STANDARD COMPACT SUBGRADE TO I : --~j jTl.--- PROCTOR ASTM D 698 98A5 STANDARD PROCTOR ~ ~
A5TM D 698 ~ i~''-~ CONSTRUCTION DRAWINGS
Cie Gee ~ Qu Sheet Title:
V V V NOTES FOR CURB AND GUTTER AT PWOC:
1 1. sAwcuT AND .REMOVE EXisTING PAVING To NEW TYPICAL HANDICAP PARKING AND SIGN LOCATION
USED AT ALL ASPHALT AND CONCRETE JUNCTIONS ON THE TRAIL. c GUTTER LINE. 2. INSTALL CURB AND GUTTER PAVING
ALL EXISTING PAVEMENTS (CONCRETE AND ASPHALT TO BE SAW Cllr ' WITH A CLEAN NEAT EDGE. 3. ANY REPAIR WORK OR PATCHING TO THE I
ecauei T is Tn pG nntic wiTU cew ri irnNr, aNn a TIL~{P A TT Cy
PATCH BACK WITH FULL DEPTH ASPHALT (S9.5A). IIL' 11~1L~
' 10/D-1 11/-1
8/D-1 9/D-1 24' CURB AND GUTTER UTTER ADA PARKING STRIPING sheetlVumber
' ASPHALT/CONCRETE TRAIL JUNCTION 'ASPHALT TRAIL WIDENING
NTS NTS NTS NTS D--1
J

BOLT SIGN TO STEEL
1
6' -6
U -CHANNEL
2'-0'
SIDE VIEW
1/
rICP PARKING SIGN
PLANT 5HA -L BEAR SAME
RELATION51-1IP TO FIN15H
GRADE A5 WAS GROWN
3" MULCH LAYER
REMOVE TOP V3 OF BURL -AP IF 1385
5AUGE11Z WATERING RING
(IF NOT IN BED)
la'
5' —o"
FRONT VIEW
—�1 1' -O„
SIGNATOCFINISHEDTEN R7-8
FABRICATED SIGN POST.
3'
SP
PLAN VIEW
FOR LOOPS IN CONCRETE
OR ASPHALT, KEEP 3'
FROM ALL ED &E5
3'
LOOP BIKE RACK PROPER
SHALL BE EQUIVALENT TO
2-318 " D, 11 &AU5E 5T
AIREVANIZED FINI
GE
> AGE PLATE
I VE DRAINAGE
ROM BIKE AREA
OR ASPHALT SURE
2
RACK INSTALLATION
TS
DOME POST TOP
ROUND END &
CORNER POST
2-1/2" OD
RAIL TIE -
TOP SELVAGE - KNUCKLED
f 2"
TURNBUCKLE ADJUSTABLE
TENSION BAR TRUSS ROD
10'-0" MAX SPACING
FOR 4' TALL FENCE
A=6'=0"
B=4' -O 5/8"
C=3'-8 7/8"
D=5'-8"
5/D-2
501L MIX CHAIN LINK FENCE
L005EN 5055011- AND MOUND
UP BENEATH ROOT BALL NTS
1-1/2 X BALL WIDTH
7/D-2
SHRUB PLANTING DETAIL
NTS
TW/CE� ROOT -BALL D1A.�
8/D-2
TREE PLANTING DETAIL
NTS -
NOTES:
1. THIS STANDARD APPLES TO SINGLE AND MULTI -STEM
TREES.
2. NO SYNTHETIC FABRIC IS ALLOWED ON ROOT BALL.
.3 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.
Z THE CONTRACTOR IS RESPONSIBLE FOR KEEPING
THE TREE UPRIGHT AND PLUMB IN ALL DIRECTIONS
DO NOT STAKE TREES EXCEPT WHERE SPEC/FLED 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 IN THE FIELD.
IF STAKING IS SPECIFIED, USE TWO OPPOSING STAKES
WITH SEPARATE FLEXIBLE 77ES- 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 IN NURSERY, TRUNK FLARE AND TOP OF ROOTBALL
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
TILL SOIL TO A DEPTH OF 6 INCHES UP TO 4 FEET
RADIUS FROM THE TRUNK.
FINISHED GRADE
REuOvE ALL TIES AND BURLAP FROM TOP Ya OF ROOT
REMOVE TOP /i OF WIRE BASKET WHERE
PRESENT AND REMOVE FROM TREE PIT.
BACKFILL WITH NKTNE SOIL, THEN WATER
TO SETTLE SOIL..
TAMP SOIL ONLY AT BASE TO STAMUZE TREE
UNDISTURBED SOIL UNE (IF SOIL HAS BEEN PREVIOUSLY
DISTURBED, COMPACT SOIL UNDER ROOT BALL.)
PLACE STAKES SO AS 70 AVOID PIERCING ROOTBALL,
AND SINK INTO UNDISTURBED SOIL
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TOP, FRONT 4 KNOCK DOWN BOLLARD PROPERTIE5 TO BE EQUIVALENT TO
BACK OF P05T 4.4, "TRAFFICCUAIRD" - GOLLAP5IBLE BOLLARD- MODEL "LPHDHB"
2"x4"x 1/4" CHANNEL CONTRACTOR TO PROVIDE PADLOCKS KEYED
STEEL BOX -PAINT TO THE CITY OF DURHAM STANDARD.
HI-V15181LITY YELLOW
3/4" DIAM. ROD
HINGE PIN
30° 13/16" DIAM. HOLE
FOR 3/4" PIN 8" STEEL BOLLARD
BOH
WARNING FOR 3/4"�BOL�LE RE!4/0-DES
DECAL 3/8" STEEL BA5E
2R PLATE - DRILLED
FOR ANCHOR BOLT5
NCRETE FOUNDATI
2 F-_ 15 DCOON
IAM. #3 � : � , <,
REBAR HOOP VERTIGAL REBAR
37" #4 REBAR #3 REBAR.44
HOOP REBAR
5UPPORT
3' 6 '`' `'. 3/8" DIAM x 12"REBAR
ANCHOR BOLTS /)� I?
e-
1511 ' `. (TVP)
— — - -�—
CAST IN PLACE
" CONCRETE FOOTING
----18"---I 4000 Psi
3/D-2
COLLAPSIBLE BOLLARD
NTS
1 13/32" DIAM
I OLE5 FOR
1 9" �� PADLOCK
1 0 /
DIAM
x 9" LONG .-
BOLT W/ FLAT
WASHER, HEX
HEAD, e TWO
PADLOCK HOLES
2-1/2" OD
ROUND END & CORNER POST CHAIN LINK FABRIC,
LINE POST POST TOP TW STEEDLVAG£
LOOP CAP OPTIONAL CORNER ARM
1.66" [42.2MM] (1 5/8") OD
TOP RAIL RAIL TIE
LINE POST
(ROUND OR "C")
CONCRETE FOOTING, 3000 PSI TURNBUCKLE ADJUSTABLE
36" MIN DEPTH TENSION BAR TRUSS ROD
10'-0" MAX SPACING
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
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ROUND OFF CONCRETE
31IR 6.
�$
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---5MOOTH
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NORM.)
t�
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_EXPANSION
(SEE STD. E
EXPOSED A66REOATE
O
- X
X
SEC`TIO`N'B-B
SCHEDULE 40 - 8"D.
SIDEWAELEVA'IIL
RAMP. FLOOR AS SHOWN ON THE DETAILS.
N
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STEEL PIPE - PAINT
TR SIITTION1
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RAMP MDTH AREA IS VARIABLE
YELLOW
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CONCRETE VIBRATE TO
ELIMINATE ALL VOID5
SLOPE TO DRAIN
0
ADJACENT FIN15H 6RADE
3'
W
4000 PSI CONCRETE FOOTING
OIt I1
3_
II
=--COW.
MPACTED 5050RADE
TO 98% STD. PROCTOR
18'1
4/D-2
FIXED STEEL
PIPE BOLLARD
NTS
PLANT 5HA -L BEAR SAME
RELATION51-1IP TO FIN15H
GRADE A5 WAS GROWN
3" MULCH LAYER
REMOVE TOP V3 OF BURL -AP IF 1385
5AUGE11Z WATERING RING
(IF NOT IN BED)
la'
5' —o"
FRONT VIEW
—�1 1' -O„
SIGNATOCFINISHEDTEN R7-8
FABRICATED SIGN POST.
3'
SP
PLAN VIEW
FOR LOOPS IN CONCRETE
OR ASPHALT, KEEP 3'
FROM ALL ED &E5
3'
LOOP BIKE RACK PROPER
SHALL BE EQUIVALENT TO
2-318 " D, 11 &AU5E 5T
AIREVANIZED FINI
GE
> AGE PLATE
I VE DRAINAGE
ROM BIKE AREA
OR ASPHALT SURE
2
RACK INSTALLATION
TS
DOME POST TOP
ROUND END &
CORNER POST
2-1/2" OD
RAIL TIE -
TOP SELVAGE - KNUCKLED
f 2"
TURNBUCKLE ADJUSTABLE
TENSION BAR TRUSS ROD
10'-0" MAX SPACING
FOR 4' TALL FENCE
A=6'=0"
B=4' -O 5/8"
C=3'-8 7/8"
D=5'-8"
5/D-2
501L MIX CHAIN LINK FENCE
L005EN 5055011- AND MOUND
UP BENEATH ROOT BALL NTS
1-1/2 X BALL WIDTH
7/D-2
SHRUB PLANTING DETAIL
NTS
TW/CE� ROOT -BALL D1A.�
8/D-2
TREE PLANTING DETAIL
NTS -
NOTES:
1. THIS STANDARD APPLES TO SINGLE AND MULTI -STEM
TREES.
2. NO SYNTHETIC FABRIC IS ALLOWED ON ROOT BALL.
.3 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.
Z THE CONTRACTOR IS RESPONSIBLE FOR KEEPING
THE TREE UPRIGHT AND PLUMB IN ALL DIRECTIONS
DO NOT STAKE TREES EXCEPT WHERE SPEC/FLED 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 IN THE FIELD.
IF STAKING IS SPECIFIED, USE TWO OPPOSING STAKES
WITH SEPARATE FLEXIBLE 77ES- 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 IN NURSERY, TRUNK FLARE AND TOP OF ROOTBALL
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
TILL SOIL TO A DEPTH OF 6 INCHES UP TO 4 FEET
RADIUS FROM THE TRUNK.
FINISHED GRADE
REuOvE ALL TIES AND BURLAP FROM TOP Ya OF ROOT
REMOVE TOP /i OF WIRE BASKET WHERE
PRESENT AND REMOVE FROM TREE PIT.
BACKFILL WITH NKTNE SOIL, THEN WATER
TO SETTLE SOIL..
TAMP SOIL ONLY AT BASE TO STAMUZE TREE
UNDISTURBED SOIL UNE (IF SOIL HAS BEEN PREVIOUSLY
DISTURBED, COMPACT SOIL UNDER ROOT BALL.)
PLACE STAKES SO AS 70 AVOID PIERCING ROOTBALL,
AND SINK INTO UNDISTURBED SOIL
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3" HARNINO DECAL 6"
TOP, FRONT 4 KNOCK DOWN BOLLARD PROPERTIE5 TO BE EQUIVALENT TO
BACK OF P05T 4.4, "TRAFFICCUAIRD" - GOLLAP5IBLE BOLLARD- MODEL "LPHDHB"
2"x4"x 1/4" CHANNEL CONTRACTOR TO PROVIDE PADLOCKS KEYED
STEEL BOX -PAINT TO THE CITY OF DURHAM STANDARD.
HI-V15181LITY YELLOW
3/4" DIAM. ROD
HINGE PIN
30° 13/16" DIAM. HOLE
FOR 3/4" PIN 8" STEEL BOLLARD
BOH
WARNING FOR 3/4"�BOL�LE RE!4/0-DES
DECAL 3/8" STEEL BA5E
2R PLATE - DRILLED
FOR ANCHOR BOLT5
NCRETE FOUNDATI
2 F-_ 15 DCOON
IAM. #3 � : � , <,
REBAR HOOP VERTIGAL REBAR
37" #4 REBAR #3 REBAR.44
HOOP REBAR
5UPPORT
3' 6 '`' `'. 3/8" DIAM x 12"REBAR
ANCHOR BOLTS /)� I?
e-
1511 ' `. (TVP)
— — - -�—
CAST IN PLACE
" CONCRETE FOOTING
----18"---I 4000 Psi
3/D-2
COLLAPSIBLE BOLLARD
NTS
1 13/32" DIAM
I OLE5 FOR
1 9" �� PADLOCK
1 0 /
DIAM
x 9" LONG .-
BOLT W/ FLAT
WASHER, HEX
HEAD, e TWO
PADLOCK HOLES
2-1/2" OD
ROUND END & CORNER POST CHAIN LINK FABRIC,
LINE POST POST TOP TW STEEDLVAG£
LOOP CAP OPTIONAL CORNER ARM
1.66" [42.2MM] (1 5/8") OD
TOP RAIL RAIL TIE
LINE POST
(ROUND OR "C")
CONCRETE FOOTING, 3000 PSI TURNBUCKLE ADJUSTABLE
36" MIN DEPTH TENSION BAR TRUSS ROD
10'-0" MAX SPACING
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
VARIABLE SLOPES NOT
TO EXCEED 12:1 (8.334)
SECTION A -A
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SIDEWALK (WSTD.
31IR 6.
�$
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UTILITY STRIP
2' DETECTADLE 0.02 (NTN.)
INO`v"rE-- . O.DW4
0-07 (NLN.))
0.04 (MAX.)
--0.02 ((ROAN-)
i
NORM.)
t�
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_EXPANSION
(SEE STD. E
.12:1 NAX._RAMP
O
- X
X
SEC`TIO`N'B-B
THAN 50% TOONO MOPE
THAN OF THE BASE
SIDEWAELEVA'IIL
RAMP. FLOOR AS SHOWN ON THE DETAILS.
N
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I DROP (
TR SIITTION1
`1
VARIABLE SLOPES NOT
TO EXCEED 12:1 (8.334)
SECTION A -A
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1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
THAN 50% TOONO MOPE
THAN OF THE BASE
rn
RAMP. FLOOR AS SHOWN ON THE DETAILS.
CA
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR .DARK -ON -LIGHT SEQUENCE COVERING THE. ENTIRE RAMP.
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THAN OF THE BASE
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B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33+6) SLOPE.
"a °BACK OF SIDEWALK DROP REQUIRED FOR ALL
,o'. 6, SIDEWALK SLOPES.
PPECAsr cus e
CONCFZM "' BACK OF SIDEWALK DROP REWIRED FOR
SIDEWALK SLOPES 0.04.
_SHEET 1 OF 4 1 DETECTABLE WARNING DOMES
848.05
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MAY EXTEND OUTSIDE THE RETURN.
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PLAN VIEW
DUAL RAMPS
ANY RADII
(40" MIN. FLOOR WIDTH)
HEET 1 OF 4
848.05
EDIT SOIL
4" YELLOH
KN
PLAN VIEW
(3) STRANDS OF BARBED WIRE, ROUND END &
EA CONSISTING OF 2 STRAND CORNER POST
LINE WIRE W/ 4 PT BARBS
VERTICAL ARM 1.66" [-42.2MM]
LINE POST TOPS RAIL OD
(ROUND OR "C")
2" OD
(ENSIGN \ '1`O�
WIRE
(OPTIONAL)
LINE
CONCRETE FOOTING, 3000 PSI
36" MIN DEPTH
9,.
NOTES:
-FENCE ALIGNMENT TO FOLLOW GRADE; TOP RAIL TO BE PARALLELL TO FINISHED GRADE
K FENCE WITH BARBED WIRE
3" SLEEVE -FILL SLEEVE WITH
EPDXY GROUT MATERIAL
TO BE APPROVED BY
ENGINEER
12" 12"
4, Y <� ♦
S"
TYPE II TYPICAL TOP MOUNT END
CONNECTION TO CONCRETE WALL
STANLESS STEEL
BASE FLANGE WITH
•° FOUR (4) 3/8.0
STAINLESS STEEL
ANCHORS
TYPE 1ITYPICAL TOP MOUNT
MIDDLE CONNECTION TO
CONCRETE SLAB
'10/D-2
HAND RAILS
NTS
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TYPE I CONCRETE 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'-D•
WING WALL ANGLE MAX. SPACING
BETWEEN POSTS
ioI L
2' 7" _"--
rn
(
TRAIL . •'
,.
` -' SEE TYPICAL : ° . ' �•
CONNCTiON DETAILS '
TYPE II LOOP END SEE
USE FOR MIDDLE CONNECTIONS
CONNECTION
o TAILS CONCRETE
USE FOR END CONNECTIONS TYPE 11 -FOR USE ON HEADWALLS AND CULVERTS
NORTH/SOUTH
TRAIL SYSTEM
DURHAM NC
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
Job Number: 0831
10/28/05 COD RESUBMITTAL
2/15/06 BID SET
3/05108 ISSUED FOR
CONSTRUCTION
6/15/09 BID SET
CONSTRUCTION DRAWINGS
Sheet Title:
BIKE,
BOLLARD,
FENCE AND
PLANT DETAILS
Sheet Number

I.;
II ,I
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i STEEL FENCE POST NOTES: F
IMRE FENCE f. RELOCATE FENCE OR REMOVE TREE IF MORE THAN 20~ Df A TREE'S ROOT DURHAM STANDARD NOTES: ~
HARDWARE CLO !I~ NOTE: ALL PARTfALLY COMPLETED STORM DRAINS PROTECTION ZONE AREA IS UNPROTECTED. ~ 2. ROOT PRUNE THE TREES TO REMAIN WHERE CONSTRUCTION ACTNITIES Witt 1 t. PROTECTION OF EXISTING VEGETATION: At the start of grading involving
SHALL BE PROTECTED AT THE END ~ EACH DAY IN ACCORDANCE WITH THESE WATER FLOW----*- SEVER ROOTS. the lowering of existing grade around a tree. or stripping of topsoil, a clean, ~
LTER OF N0, 57 ILTER FABRIC ON GROUND DETAILS. UPSTREAM END OF I GROUND 3. ANY TREE ROOTS EXPOSED BY CONSTRUCTION SHALL eE SEVERED CLEANLY sharp, vertical cut shall be made at the edge of the tree save ores at the ~ WITH A PRUNING TOOL, same time os other erosion control measures ore ins#alled. The tree ¢
j STORM DRAIN WASHED STONE OVERFLOW 4. DO NOT DISPOSE QF ANY CHEMICALS OR REMOVE SOit OUTSIDE THE UM/TS protection fencing shah be installed on the side of the cut farthest away < OF WORK. from the tree trunk and shall remain in place until all construction in the W
• FILTER FABRIC -ATTACH WITH TIE. WIRE 5. WHEN INSTAtt1NG NEW LANDSCAPE PLANTS, DO NOT DRIVE EQUIPMENT' UPON OR vicinity of the trees is complete. No storage of materials, fill, or equipment d ,n
a 1/3 PIPE BURY WIRE FENCE AND HARDWARE CLOTH-'~'~ : > DIAMETER DISTURB THE SOlt WITHIN THE ROOT ZONE PROTECTION AREA OF EXISTING TREES and no trespassing shall be allowed within the boundary of the protected < area. ~
• u u NOTE. o p' o 'p: NOG WIRE, 12 GAUGE MIN. , 4x4 ~TI~N FOR REPWR OF SILT FENCE 1F SILT FENCE 6. SIGNAGf /N 80TH ENGLISH AND SPANISH MUST BE PLACED ON TREE to
>e' ~ ° SUPPORT FENCING. ATTACH TO POST OUTLET FWLURES, USE N0, tES, USE No, PROTECTION FENCING WITH A MINIMUM .SPACING OF 75 O.C. 27. TREE PROTECTION NOTE: Tree protection fencing must be in place prior p TONE AND SIGNAGE IS TO RE4D : to any demolition, land disturbance or issuance of a grading permit. Z ~OI~J~~~ll
' ' • • WITH TIE WIRE 57 WASHED sraNE AND PL,,, A,~ EW NEW FILTER FA~tIC/SILT C ~ a' FENCE. A~tIC/SILT TREE PROTECTION AREA - NO TRESPASSING W1lTf1N THE FENCE 28. ROOT ZONE PROTECTION AREA: Equals one foot of radius far every inch ~ PROHIBIDO ENTTiAR / ZONA PROTECTORA PARA LOS AR80tES of diameter of existing trees, or six foot radius,: whichever is greater. No a
BURY BOTTOM STEEL POSTS disturbance alinwed within this area. ~
of PLYw~ - AT TEN FT. I MAXIMUM SPACING I
THIS /S NOT ACCEPTABLE-SEE NOTE 1 ~ vv
3/4" EXTERIOR - PLYWOOD RELOCATE FENCE OR < ~~I~JIJ IJ U~~PA REMOVE TREE a
, Q. 0
i sreEL FENCE PLYWOOD INLET PROTECTION m POST (TYP.) cs
o UPSTREAM END ~ OVERROW 'oovry~~>, F- LTER FABRIC ON GROU ~ 111 West Main Streef ER FABRIC ON GROUND W Durham, N.C. 27701
4. STORM DRAIN p°4c>' C94~+ WASHED STONE IN TRENCH • . .
I u u ANO 6" UP THE FACE OF _ LT FENCE, I !I N SILT FENCE T FENCE . z p 919.682.0368
I • , . n ~ • , . SILT FENCE -CONTINUOUS. ~ I II a i /3 PIPE ~ 07 o- END FILTER FABRIC HERE ~ f 919.688.5646
I n u : > :'o • DIAMETER B" WIDE X 8" DEEP TRENCH. v°~' I II Coo°o'u `ir 4' MIN. W www.cjtpa.com
. • a • - ~ ~ ROUND SURFACE >e > , , / ~ . RETAIN
WASHED STONE FILTER ~ • p` ~`p, 1• o~~~
ACROSS PIPE INLET a' POSTS OR I VEN G~
18" INTO GROUND
P r~ 4 FABRIC FLAP ON GO~~Q~O~ ' I~ AUDI G F I
t J l J TRENCH BOTTOM 't*:.'<..t HARDWARE CLOTH ~ 6' ST~L F'05T5- to . 5F' INS MAxIhR1M
"NO TR~aPA551 516 5~ N0T6 6 )
STONE FILTER INLET PROTECTION WIRE FENCE 7~ t>F 51LT fENCE MUST BE FENCE MUST BE
HARDWARE CLOTH AT LEAST 1' ABOVE THE TOP OF THE WASHED STONE ABOVE THE TOP drD STONE ROOT ZONE PROTECTION AREA
STEEL FENCE POST SET MAX. 2' APART
1 D-3 2.1 D-3 2 D 3 TREE PROTECTION FENCE
TPE TNLET PROTECTT~N
SILT FENCE aUTLET FRONT I w STLT FENCE DETATL NTS. 3~D ~ 3 75 INB
NTS NTS TREE PROTECTION FENCE
N TS
Project:
II
I I NGL U E PIPE I I 51 E OR DO BL RCP I I THIRD FORK
~l~TtrS & HEADWALL CREEK TRAIL
SEE NCDQT t. PIPES TO BE RGP PER ASTM G 76, GLA55 IV
DETAIL 838.01 WITH GASKET AND JOINT PER ASTM G A~43
RE: ~~D-7 ~ ' 2. CONTRACTOR TO PLACE PIPES TO MINIMUM
• DEPTHS U .TRAIL AS WN IN ~ ND1 R 5FI0
' ~ 1~r~ ~~aa,~~
~ 3, CONTRACTOR TO INSTALL PIPE WITH AT
i~ 4 'v LEAST MINIMUM SLOPE GALLED I'OR IN THE
PIPE DATA TABLE TO THE LENGTHS AND r ~ y~, COMPACTED SOIL 2' MIN NC?RTHISOUTH
,~xi~; X~,~ POSITION AS SHOWN IN THE PLANS. l1J~ . TRAIL SYSTEM
1; ~~,;s,,,sy,~ L ~ J
i 1r"~' ~""14%\ a ~ , FLr ow . DURHAM NC
` .i ~ J r n ~ 2' MIN a)
'i i, ~ ~ t i ~ ~
~ ~ ' ; PLACE A 6" LAYER OF 3/4 GRAVEL UNDER THE ~ . , i ~ I t ~ ~ ~ i ~ ~
RIP-RAP LAYER AND LINE THE GROUND UNDER pipe Data Rip Rap A I R ip Rap Ap ro n 0 a to ~I I.~. ~I I ~ ~.,~I~ ~I : I:_.~ ~ ~ :f ~ ,I: ,I I I l~f- 1:•--~. i~~~~.:a
APRON WITH FILTER FABRIC TO PREVENT WASHOUT. OUTLET DRAINAGE. P Ip E SIZE L MIN p Ip E Q U A N T Q t o Q s MIN Ci e o L R E A (a ~ y.~. ~_i n) (ftm) M $ L 0 p E ~ - (c fs) ~ (c fs) ~ (ft)~ (ft) eo L W Plan Sheet
(ft) (ft) N um~b e r 6' TYPICAL
PLAN VIEYV ° 2 4.4 0.5 10 ENDWALLIPH-1A 3,64 15 44 0.5k 10 1 C D -1 o OWNER:
E N D W ALL 2 P H -1 A -.0 .7 -'~M~''-~ 1 5 6 0 0.5 % 2 1 .0 0.5 1 0 ~,~__~_-_..„.~,~.~...A . ~...:w .~.~..w.. ~..~~.ww._._~ 10 - 7 C D ~ 1 1 CITY OF DURHAM „~._.a_ 2 4.~,~...~ 1µ6 101 CITY HALL PLAZA
ENDWALL 3 P H -1 A w.M».-. ~8 9.4 3 6 6 0 0.7 % 2 1 1 2 0 .8 2 4 ENDWALL 4 * P H -1 A ~2 4~- 121 ~ 0.5 % 2 ~ - 0.0 9 2 4 2 4 1 5 C D •2 0 DURHAM, NG 27701
E N D W A L LL ~5 P H -1-A _ 5 9.8 33 0 ~..-~6 2-_.,.~,~.. 1 .1 2 ~ 91 Q .9 ~ mm 2 4 P HEADWALL .__..MM.- , . ~..~m w_ 2 4 ~ ~ 1 5 ~ C D -2 8 NOTE: GONSTRUGT T1wMfi'ORARY SE171MENT DITGH TO DIMENSIONS ATTN: BETH TIMSON
RCP IPE RIP-RAP LAYER ENDWALL 6 P H • 1 A _ ' 1.1 1 5~ 2 0 0.5 % 2 4.2 0.5 1 0 to 10 ~ C D -3 2 _ OE PERMANENT TRAIL SYJALES AS SHOWN ON PARKS & RECREATION DEPT
Z ENDWALL 7 PH-1A 4.86 15 20 1.0% 2 13.3 0.5 10 FLOW LEVEL 10 7 C ~ =3 2 ~n DETAIL. 1/I7-1 W~fERE P05518LE. ph: 919-560-4355
„ , - ~ ENDWALL 8 P H -1 A - ' 0.3 7 1 5-~ 3 0 0 : 5 % ~2 2~. 0 0 : 5 1 0 ...~%.`~~~.k'Y.M~~,~.'r'~.J....:.... ` D F E S 1 A P H -1 S.~__ 2.62 ~ 1 8 23 1 .0% ~'1 1 0.4~_ _.,.._...~...w. .__....0.4.x...... ~ 0.~, 1a _ ~ co~sWi~ fx: 919-560-4021 1 00 7 C DW-5
6" GRAVEL LAYER w ~ .x_...__~__._._._______._~...m.._.....,...~..._
CEO-TEXTILE FABRIC
SEE TABLE .w_-_...~..__..~_____... _.~~.~.,~~.~~.-.~...._..m_~~~~_._,_._
EXISTING GRADE _ ..~_~.___,_,_m~.
._m..~_ .~..~m~m~ PRQFI~E VIEW ;
4 D _ 3 ~ _ . _ , ...~._.w.:~ .w~~:~.~ ....M TEMPORARY DIVERSION DITCH
_,.._._~...~.__~u_~..~ ...-....~_..~...~w.~._m. NTS °°°pp0oooooooQo
ENDWALL WTTH RTP RAP as O p9°GCO ~
NTS O ~ ~ ~
a SERL a o
g N a 27892 0~ p
INSTALLATION o /~a''otnA, ~ o
1. REMOVE OUTER WRAPPING. I DEWATERING o~w,,~r, oN°°°°~, op
2. LOCATE BEGINNING OF ROLL WITH STARTER SHEET. EROS ON CONTROL BLANKET E PLACED ON THEIR SIDES ABUTTING THE CURB AT EITHER CONCRETE BLOCK ~°oo N ~~o°
AKE SURE NETTING APPEARS ON TOP OF THE ro BE ~ISTALLED As slrowN A, TW0 CONCRETE BLOCKS SHALL BE PLACED ON 3° M SIDE OF THE OPENING. A 2" x A•" STUD SHALL BE BLANKET WF~N BEtNG UNROLLED, ~TUD SHALL BE CUT AND PLACED THROUGH THE OUTER _ Y°!
4, STAPLE BLANKET SECURELY TD SOIL AS APPLIED. A, HARDWARE CLOTH OR COMPARABLE WERE MESH WITH 1/2° OPENINGS SHALL BE PLACED HOLES OF THE SPACER BLOCKS TO BRACE. THE FRO (RACE. THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ~
OVER THE CURB INLET OPENING SO THAT AT LEAST 12° OF WIRE EXTENDS ACROSS BOTH THE ON THEIR SIDES ACROSS THE INLET AND ABUTTING " AND ABUTTING THE SPACER BLOCKS. .E WIRE MESH WITH 1/2 OPENINGS SHALL BE PLACED
INSTRUCTIONS INLET COVER AND THE CONCRETE GUTTER (MEASURED FROM THE INLEC OPENING}, B. HARDWARE CLOTH OR COMPARABLE WIRE MESH 'EBBING} OF THE BLOCKS TO PREVENT FILTER STONE FROM ~ ~ ~ 'V ti,
B. STONE SHALL BE PILED AGAINST THE WERE SO AS 70 ANCHOR IT AGAINST THE GUTTER AND OVER THE OUTSIDE VERTICAL FACE (WEBBING} OF Th THE BLANKET SHOULD BE INSTALLED OVER A PROPERLY STAPLES WILL IN THE BLOCK. • ~
PREPAR D FERTILIZED AND SEEDED AREA. WHEN THE BLANKET IS APPEAR AS A INLET COVER AND TO COVER THE INLET OPENING COMPLETELY. USE NCDQT #5 WASHED STONE. BEING WASHED. THROUGH THE HOLES IN THE BLOCK, E ' " " C. NCDQT ~5 WASHED STONE SHALL BE PILED AGA UNROLLED, THE NETTING SHOULD BE ON TOP AND THE BLANKET IN 5 ON DICE G CHECK DEVICE AFTER EACH RAIN. CLEAN SEDIMENT AND REPLACE WASHED STONE IF IT p, CHECK DEVICE AFTER EACH RAIN. REMOVE SEC BE PILED AGAINST THE WIRE TO THE TOP OF'THE BLOCK. `u~--_ ~ ®e~ s~ ,
CONTACT WITH THE SOIL OVER THE ENTIRE AREA. IT IS NOT CLOGS WCEN SEDIMENT. REMOVE SEDIMENT AND REPLACE. WASHED STONE iF IT , ; ~ ~ ~ ~ - Jab Number: 0831 t~ c~ Y Y i o
NECESSARE TO OVERLAP, DIG CHECK SLOTS, ANCHOR DITCHES, OR BURY ~ CLOGS WITH SEDIMENT. THE ENDS OF THE BLANKETS. ~ _ ~ ~~;'z', f cr , ~`~`'f Drawn WLR NLT KB KH r'•
CONCRETE GUTTER THE STAPLES SHOULD BE DRIVEN VERTICALLY INTO THE GROUND. EACH ~~%ti.~~„ ~~r~~<r;,~e~\_,~~ e Ch ek d DAJEOSTRKSAB KH
BLANKET SHALL BE STAPLED AT EACH EDGE AND ALTERNATELY SPACED WASHED GRAVEL CURB INLET ~ ~ ~ ``r-~ k~~~ -~~''r ~5~;`e D 40/28105 COD RESUBMITTAI
IN THE CENTER Of EACH BLANKET. USE A COMMON ROW OF STAPLES ~ ~ FILTER 12° AT THE SEAM FORMED BY TWO ADJOINING BLANKETS. USE FOUR STAPLES T r~~ ~ yy'' ~ , r ° Revisions ~ 2115106 B!D SET ~Y r~J 1 n~. '1 1~ 4 ~ 14.1(1. `G~.,~ _i:~ ' - 3105108 ISSUED FOR
AT THE BEGINNING AND END OF EACH BLANKET. ~ WIRE OVERFLOW ~ ~ - CONSTRUCTION
MESH iN DITCHES: THE BLANKETS SHOULD BE APPLIED IN THE DIRECTION ` ~ SEDIMENT LApEN 2.1 SLOPE, GRAVEL FILTER e161o9 BID s~T
OF WATER FLOW, BUTTED SNUGLY AT ENDS AND SIDES AND STAPLED • SEDIMENT l USING TWO OR MORE BLANKETS SIDE BY SIDE DO .I,i.>~'`~-;`-?_~<,,, RUNOFF f'~ IN PLACE. WHEN , SEDIMENT LADEN
, RUNOFF NOT ALACE A SEAM FORMED BY EDGES OF ADJOINING BLANKETS }}{-;:;-;a,.:;;:'` ~1~t i . ~ - RUNOFF ~=1;1.;;;x.::
DIRECTLY IN THE CENTER OF THE WATER FLOW. ~ :u;--.~' ;II!~~:-~i II .=;~i~~,. ~ t~~:;~.~t~ Mar WIDTH !li f -w i' =v"In~-~~~ri~~, II dt~,:....
STAPLES SHOULD BE SPACED NO MORE THAN FOUR FEET APART DOWN (~•pHpgRp) I~_:::. ~~If=.: I lilil ~ I i ' ~ - ~I~~j ~l~~:~:w TEMP. SEDIMENT
THE LENGTH OF THE BLANKET. APPROXIMATELY 90 TO 95 STAPLES SEDIMENT REQUIRED FOR EACH BLANKET. SEDIMENT- SEDIMENT POOL WIRE SCREEN DEWATERING
, USE 4 STAPLES ACROSS AT THE CONCRETE ET GRAVEL CONCRETE
STAPLES: THE STAPLES SHALL BE MADE OF WIRE, .091" IN DIAMETER START OF EACH ROLL AND CONTINUE CURB INi_ OR GREATER "U" SHAPED WITH LEGS 6" IN LENGTH AND A 1" CROWN. TO STAPLE THROUGHOUT THE LENGTH GUTTER FILTER BLOCK WI WIRE CURB INLET _ ~ _ CONSTREJCTION DRAWINGS
SIZE AND GAUGE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. AT 4 FT. INTERVALS. 5( SCREEN 2"x4" STUD ~ ~ BRACE 1' MEN. ~;~~<~~b - 16" Sheet Title:
THE STAPLES SHALL BE DRIVEN VERTICALLY INTO THE GROUND, SPACED IN AREAS WITH HIGH WATER VELOCITY, ~a~+y a7t a 2' MAX.
APPROXIMATELY TWO {2) LINEAL YARDS APART, ON EACH SIDE, AND STAPLES SHOULD BE ON ONE FOOT CENTERS. ONE ROW IN THE CENTER ALTERNATELY SPACED BETWEEN EACH SIDE. ~c~`°t~ a~fikw,a rl£ if j~. .
(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 Gcable at curb inlets where an o~ is where on overflow is necessa to revent excessive ~i%`~"i;`%ii; %>%`,/%>~`yil~`,i~`/~~i~`\: ~ } EROSION
ON ADJOINING BLANKETS. to cause a safet hazard inconvenience or dams a to ad'acent roads structures pp y ~ 9 J ~ ponding in front of the inlet. ,~i, ~~i~
utiltities, offsite properties, or unprotected areas, ~ ` WTH GRATE CONTROL
`SLU1MtNl -
DETAILS
6/D-3 7/D-3 8/D-3
CURB INLET SEDIMENT FILTER 9/DT3 Sheet Number BLOCK & GRAVEL YARD INLET SEDIMENT FILTER
EROSION CONTROL BLANKET GRAVEL CURB INLET SEDIMENT FILTER 'BLOCK & GRAVEL CURB I NTS D-3.
' NTS ' NTS NTS

W ~ ,
STREAM CHANNEL 5' MAX. CANNEL v w
BANK HEIGHT ~ I~AIB121G LINER
SILT FENCE OR TREE PROTECTION FENCE 'I+ 1 ~ ~MI i~l I T
it II q I 1 ~ I~1 II~i 1 / . ~ ?,,,,..i.., 1 I~ THIRD FMK ~ ~I ~ SURFACE FLOW . PLANT PUxS GR~K ~
I DIVERSION 2, t aI.OPE MINIMUM ~ w
r J~ii~s Q 1 I I ~ ~ ~I 50 MIN. 00°,0®0 ° o Q00 0 ~ III I III rL TM
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP ~ II o o ° 0 0 0 ° 6 ~ ~ o ~ I I BUT SUFFICIENT TO KEEP CTION ENTRANCE IS USED. ° °0 8 d o ° /o ~ a ° o 0
SEDIMENT ON SITE TO ENSURE CONSTRU d, o / /ro 0 0 0 o W/ O° 00 ° 0 0 00 0 0 0 _....r f~ll'I'll IMI ~IL.L to
III N? ~ ° ° Q ° o~ 0 0 a°° o 0 0 00 0 0 ...._.r..^ 2. IF THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL- t ~ /000, a o o ° °Ea ~ °ba °O o0 I o.-. ~ ~ VARIES 2'-4' d ~~J~JOI~~~
ING OVER THE STONE, THEN THE TIRES OF THE wl I ~ ` I~ o 0 0 0 0 0 ° ° o 4 ° , J
p VEHICLES MUST BE WASHED BEFORE ENTERING THE , 1' q ° o " . II 1~ _ 2 -3 DIA. STONE TO BE USSR 25 OR NflDTH OF PUBLIC ROAD. f f ~ o ' ROCK TOE -MIN ~ 3' ~ ~~11(~ p~
. EXIS11N6 • (SURGE STONE OR RAILROAD PROPOSED STREET, ~ ROADWAY ; BALLA WHICHEVER IS '~'I ~ ~ GLA56 II RIP RAP I 2 UU
. ~ 3. IF CONSTRUCTION TRAFFIC CAUSES THE DEPOSIT OF + ~ i~ GREATER. MUD AND DEBRIS ON TO THE PUBLIC ROAD, THE CITY ~i z
MAY CLEAN THE AREA AND INVOICE THE CONTRACTOR. STONE APPROACH SEC110N DACH SEC110N ~I ~ ~~~%+iu ~ u~~~.
5;1 MAX: SLOPE ON ROAD.. , OPE ON ROAD.. ~ d
- STONE OVER ~TION ~~MATIG THROU6W DAMar.~Ep AREA 0
FILTER CLOTH DOTES: ~ 111 West Main Street
1.CLASS B STONE -MINIMUM DEPTH OF 24° REPAIR ~ w Durham, N.C. 27701
PLAN
2. UNDERCUT FOR STONE PLACEMENT SURFACE FLOW WOfZK !S NOT TD BE DONS IN ~ AREA ~ z p 919.682.0368 THE STREAM GHANN~L 1. PLAGE ROOTED PLANT PLU65 3' o.c. n f 919.688.5646
DIVERSION > NEW CONSTRUCTION 35 MIN. 15 MIN. IMPACTING 65 L>? DE FLOOD oN 51DE AND TOP oP REPAIR z
EXISTING ROADWAY PLAIN B~1CN STABILIZING THE 'rte w www.cjtpa.com
ORIGINAL STREAMBANK ~ I II I I I C y` ~ ~ TOE OF THE BLOOD PLAIN. 2, TIE IN JOINT PLANTINS REPAIR PRACTICE TO E5TA6LI5FEq TRid=5
12" MIN. aoti baa Ai+~ R00T5 UP Ate D01^~TREAM PLAN VIEW SCHEMATIC
6" MIN. ~ ~ ~ . /VA~~A~~ , ^ob~° , ,obp°o~' 3. STREAM BAt~ REPAIR BANK TO i~ET ~ o EXISTII~ ADJAGNET EiW4]E5
~ ~ e m A/iii/~~/ ~ ~m
'~i,//i~~ ~i i//i//n~/, STONE 8~p 6~ a~
FABRIC UNDER STONE
FILTER CLOTH R CLOTH
CRASS S..CTION I •
_4
2D 1 D 4
CROSSING A Y STREAM TEMPOR R 3/D-4
ON ENTRANCE C~NSTRUCTI STREAM REPAIR STA 84+40
NTS NTS N TS
Project:
THIRD FORK
CREEK TRAIL
FABRIC LINER
LEVEL OF 1 f~TE: USE LIVE STAKE51.5-311
ADJACENT cR01~ GRADE ~ SEED NEW SLOPE SO PLANTS GAN BE DRIVEN IN
DRAINA6P RooTi:v PLANT PLUGS COVER WITH EROSION CONTROL rL WITH A HAMMER
~:151.OPE MINIMI~1 COCONUT 1=1BER BLANKET ~ Tk1RHAM DPEN 9PAC~ eNn'lYilus
M A SEEP To LI IT5 / . ~ QN P AN A
r AS SHOWN L NORTHlSOUTH
' L ~ p 5-0
,THIRD FORK PIPE OUTLET TO FLAT AREA TRAIL SYSTEM
3' I GR~K REMOYE EX. PIPE NO WELL-DEFINED CHANNEL DURHAM NC
PLACED BY unuTY t~Pt" PROP .101NT PLANTINGS
POR VEIiiGULAR AGGE55 FILL LIVE STAKES
ROCK TOE -MIN SEE SPEGI~IGATIONS
GLA58 II RIP ieAP BANKI*ULL
A A
5FGT10N VIEW 5Gi#T•iATI(. jCFI RH'AIR Ai2PA NQ•~: ~ OWNER:
~ Jo T TINS 3' o.c: U 2: 9 SLOPE 1. PLACE IN PLAN
oN slnE Ate TOP of REPAIR GUT SLOPE BACK AREA FILL. c, M v° ' CITY OF DURHAM 101 CITY HALL PLAZA
2, KEY IN DRAINAGE FABRIC INTO 6' 13' 6' i I1-- DURHAM, NC 2T701 ,
REPAIR TD 20 LI= 01= EXISTING sRVU~a oN l~STREAM ~ ATTN: BETH TIMSON
STREAM GHANN~L BANK. 51DE of REPAIR AREA. ~ I 2 MIN PARKS & RECREATION DEPT
3, STREAM BAriC Rff'AIR BANK TO MEET E~5TIN5 ADJAGNET 6RAD(9 SECTION A-A PLAN ph: 919-560-4355
IN La fx: 919-560.4621
PLAN VIEW SCHEMATIC ~ MI NTS 60 °

ti LONGITUDINAL GLA55 B I~
RI RAP TOE P
REGE55 RIP RAP BELOW I/D-4 d
6 D-4 5 D-4 NATURAI.FLoWLINE
4 D-4 FES INL 'ES INLET DETAIL sECTioN A-A FILTER BLANKET ``,Vlttlil!lr~~~, ~ C ~
R JOINT PLANTING IP RAP PAIR STA 1Q1+2~f STREAM RE .NTS ITS
NTS NTS
i. La IS THE LENGTH OF THE RIPRAP APRON. ~ Q'
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6° , 11
~ ~ 3 ,r i 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON ~~t~tS G, ~ ' P~``~
~ A \ r`
~ ~ i ~ ~ CLASS t 18P RAP(SEE SECTION 7HRU BASIN BELO ~ A OVEETNE MAXIMUMNTAILWATER DEPTHTIOR 0 THE ,~~~~~~~~i-iAM TOPO OF THE BANK WHICHEVER IS LESS. f~rllllsl~I~,
k' ~ JI I !f / / / l~' / / PIPE OUTLET TO WELL DEFINED
•1 I Y i CHANNEL 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE , INSTALLED BETWEEN THE RIPRAP AND 501E
5 FT 1~ I RT CLA t IP RAP HEADWALL 12" MIN. MIN"' - ~IIN f FOUNDATION.
~ 1.5 \ .~~r 1.5 IN t,l ' " ~ ~ J cr- ~~-~Fl~ 5. SEE SCHEDULE FOR RIPRAP SIZE, WIDTH, 8c
t\~: /"J / RE _ y ~a NOTES; 1800 CU Ft/AC Do 9~, 5 ~ LENGTH.
i 1 i : ~r ; ; , r ~ . t USE FOR DRAINAGE AREAS MAX A
'lr,r; ~:Il;ii'(r `~(I',/,-~• TON ,11' THICK X 3' HIGH MIN. ~ b _ SEpj : • was S E NOT EXCEEDING 5 (FNE) ACR . o ~ A Job Number: 0831
. } 9" MIN. r' ~t5 'r ~ / / ~ T~AGE AREA--~ ,~"..~r- ~ 2. EARTH BERM SHALL BE STABILIZED w/ SEEDING ~ ~ , , ~ i , ~ ~ ~ / , r r ! i ; ~ ~ r ACCORDING TO TfiIANGLE SPECIFICATIONS. FILTER
FlLTER ~ `~~c ' ' ~ ~ _ ~ ~ / / ~ , ~ i, A ~ CROSS SECTION c ~'ii` % ~ - r % t ' ~ )~i FABRIC - Drawn - _WLR,NLT, KB.
F IC r`}r''i. ' / i ~ 3. USE CLEAN COMPACTOR FILL hU1TE18PJ. FOR EAR7H BERM. ABR ~ , ~ ~ , ovERFlu. s" Checked DAJ EOS TRK SAB
~ i f { DESIGN ! i sErnED 1' FREEBOARD ~ FDR sErrLEMENr (}a}C 10128!05 COD RESUBMiTPAL
/ ~ ! ! TOP 21° ELEVATION ~ MIN Revisions 2115!06 BID SET 3105108 ISSUED FOR
' ~ PERSPECTIVE VIEW CONSTRUCTION
NO SCALE d4IE:. _ o GRAVEL & RIP RAP FlLTER BERM BASIN DETAIL 1.5 ~ 10 FT MIN 6115109 BID SET
IS DESIGNED TO PROTECT EXISTING PEE INVERTS j ° D 2:1 518E 1NAT DRAIN 10 ACRES OR LESS. 5 F7 ~ opp~o~o° SLCPE MAX 2:1 518E SLDPE MAX
MAX FILL o ° °Q,~"`do ~O°s7
FlLTER °~~dQ~' to SIDE SLOPE FLOW AREAS 10 BE DISTURBED SEDIMENT STORAGE PIPE INVERT FABRIC o~0 MAX SIDE SLOPE NATURAL PLAN
6" THICK LAYER OF (cur, FILL, ETC.) ~ ---~-~-_w____.- ' ~ 3/4 STONE ROOD ST~tAGE ZONE RIP RAP HEADWALL 3 ~ GROUNB ~ Lo
1' 2' MW
F , ~h?~; kyr ~ NATURAL ITER - 24 MAX 3, t>'itOUNA FABRIC } ,r, 7 AT CENTER •5 ' M'I.y ^Y ~
Y- ti CONSTRUCTION QRAWINGS
»rr t ~4.. ` ~'r`k 1 RIP-RAP FlLTER FA6~c MAINTENANCE ' DIMFNSIDNS ARE INSPECT TEMPORARY SEDIMENT 7WiP5 AFTER EACW PERIOO OF SIGNIFKdJtI' RNNFAIL REMOVE SE~MENt AND RESTORE TRAP YJT AND RESTORE TRAP TO ITS ORDINAL ?g r Sheet Title: '
A MR~dMUM ACCEPTABLE N57 WASHED STONE UNLESS OTHERWISE MAX, SEDIMENT DEPTW(CLEAN OUT POINT) DIMENSIONS WHEN 7Hf SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DEMON pFPTFI OF THE TRAP. PlA(X: THE SEDIMENT ' PlA(R: THE SEDIMENT THAT IS REMOVED IN 'n FAGNO.
EROSION CONTROL STONE NOTEp, A DESIGNATED AND APPROVED DISPOSAL AREA AID REPIAfX: 1HE CONTAMINATED PART OF THE GRAIN. FACING. CHECK THE STRUCTURE FOR DAMAGE FROM EROSON OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSI THE SPILLWAY TO ENSURE Cf LS A MINIMUM 1 I ( ~ D T j~~'
SECTION OF 1.5 FT BELOW 111E LOW POINT OF THE EMBANKMENT. RIMEDNTf1Y FILL ANY SEtiLEMENi OF THE EMBANKMENT TO ~.IGHTI ~iBANKMENTTOSI.IGHTLYA6OVEDESICN ILTER BLANKET EltiOSlo~`~
SECTION THRU BASIN .FILTER AND CULVERT PIPE GRADE. air RIP RAP DLSPUIf$D FROM THE SP~LW"Y MuSi BE R~LA~o I~+E°a~.Y NO SCALE STABILIZE SHE EMBANKMENT AND ALL DISTURBED AREAS ABOVE 1HE SEDMIENT POOL AND DDYINSIREAM FROM THE TRAP IMMED' SECTION A-A CONTROL AND FROM THE TRAP IMMEDIATELY AFTER
CONSTRUCTKXJ WRH SEEDRiG.
PIPE ~IJTI FT PR~TFCTlt7N STREAMWORK
10/D-4 DETAILS
FES OUTLET PROTECTION Sheet Number
7/D-4 8/D-4 9/D-4
' ROCK CHECK DAM ARCH FILTER 'TEMPORARY SEDIMENT TRAP ' Nrs Nrs NTS D-4
N TS

',I
w a
1
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w I-
8'-0" RECOMMENDED LENGTH t
U Q:
PLANTING 18ED 4 ~NTING DED
W d TM
n #4 REBAR ~ 3' - ' o THIRD FGRK CREEK 3s" LON6, TH~ot REBAR ~ 3' - O.G., q i" LONG, THROUGH ~
~ t-t/2" WIDE GI:NTER OP i^k00 :NT1:R OF t~100D y
32 SF MAx. p ° GREENWAY TRAIL YELLOW REFI.ECTNE TAPE SIGH AREA I z Z
d• ~ CftyofCortiamLo~inCda ~ GOUNTI;R5INK W w PILL WITH Ef'OK OUNTi;R51NK RE6AR AND ~ ~`=f ~
~ ~ Funded b : G of Durham ILL WITH EPOXY a
° Y ~ ENSURE MINIMUM 7 FULL WRAPS ~ U AROUND UGHF POLE z
, ~ } Total Project Cyst 6" X TI:EATf 0D $2,2 Million X TREATED q ~~1~]ll ll U~~PA
TIMB~i2 ED6;r x ~ Project Site Plan 'IMB1=R iD6)r J
~ ~ ProjectGompletion: (ColaffAvai~Mey _ ASPH~ a December 2002 SURPA ASPHALT a
' ~ SURPAG~ ° S7
~ Landsca a Architect: (To be provided by Designery ~ ~ CLEARANCE FOR ~ p NOTE: ~ VEGETATION Coulker Jewell Tk~ames, PA ~ 111 West Main Street
PROVIDE CU7 SHEET' AND SAMPLE ~ ~ u Durham, N.C. 27741
Q OF YELLOW REFLECTrVE TAPE FOR Contractor: REVIEW AND APPROVAL I 1 -~I --~II- Skanska USA x p 919.s82.D368
f ' ~ ~ f 919s8$.5s46
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RELFECTIVE TAPE ON LIGHTPOLES TIMBER EDGING CONSTRUCTION SIGN I N4T USED
.I -I NTS NTS NTS N`fS
I
I
'I COUNTERSINK f/2"Xi2"
HOT~IAPED (3} 12'X8"XS" BEAM GAVANIZED LAG BOLTS A ~--t
(PRESURE TREATED WOOD) SPACED 1 Z"x 8" HOT--DIPPED GALVANIZED LAG BOLTS , „ / , WOOD BOARDWALK ABOVE
APPROXIMATELY 2 -3 WITH WASHERS {2} EVERY 12" OC RE: 6/6.1 Project:
BITUMINOUS TRAIL PER PLAN DETAIL REFERENCE " (2} 2X12 JOIST HEADERS (ATTACH JOISTS TO HEADER HELICAL SEE 6/D6.ISTFOR~BEAMIAND JO 5T THIRD FORK
WITH HOT-DIPPED GALVANIZED JOIST HANGERS-HEADERS
TO BE NAILED TOGETHER WITH 10d GALVANIZED NAILS} CONNECTIONS ~ ~ GREEK TRAIL
8 r~ FJ BOARDWALK PER 6/0-6.1 2'x12" BOLTED DOUBLE BEAM 6 D-6.1 FILL WISH CRUSHED STONE 6"X6" HOT-DIPPED
i( } ~ MAX. 2 FROM ABUTMENT/HEADER r
CONNECTION 8"X8" BEAM 3' GALVANIZED METAL STRAPS ~ BOARDWALK DIVERSION HEADER ON INSIDE AND OUTSIDE
~1 r ~ ,l~•-a V v U ~,e- GNU " 'i ~v , ~~,,p`~~-•. ,J •-"~r`~:~°~1'.:~a ~ ' a y ~ o ~ " ''~:J~--% 1('` ~ OT- IP GALVANIZED THROUGH BOLT ~ L~ " ~ ,t ~ a L,~ •l"~~ a BOLT, OF BEAM CONNECTION. ~
v' ~ ~ ~ o L . 1/2 ~ W D tici't..) v c C1 r ~'a C~ J , a J ~ ~ ~ 1 . ~ ' LOCKWASHER AND NUT (2 REQUIRED EA. SUPPORT SUPPORT 4" SECURE USING 16d HAILERS, GALVANIZED.
?r^a`• ~.~t•-; .,i ~1 a . , ~ 1 (J a f`1 ~ ~j~ c rl E-.r~;l~: BRACKET lt~,.~ r••~i v ~ a t~ iY,' ~..i .v? ,s-t v ~t- ro ) AuttllAat OPSN SPACE AND TRaDs
-~~J, ?a ` ~ t~ ~~-i,~ c~v ~ lam; a ~ ~,.,5.. 'BOTTOM OF::• 4.,1,.y l-. P i~ 1/2"X12" HOT-DIPPED GALVANIZED
t-•---! I f---- ! T- f--~ I I ~ I I ~Q~ ~ ..•10 JOIST u~c BoLTS WITH WASHERS t e" NORTH/SOUTH {2) EACH END OF BEAM
- I---- ~ - ~ I-a i - I-=-'~~ - - I-! I- - ; 3/4" ~ HOT-DIP GALVANIZED THROUGH, BOLT BOLT • • ~ TRAiI. SYSTEM
i--t I- I ~ i--1 - ~ i E i : AND NUT
-I I I L_,..._` I_--- I____ ~ k I~ E t^--^'I I I I I ~ { ~ L. j _ I i t I E I , , ATTACH 2X12 X10 BOAR©WALK / , ' ~ ~ ' ~ DURHAM NC
. . , , ~ , , , ~ ~ ~ ; ;iii i ; =;:J ~ (STING GROUND HEADER. RE: 6/6.1 FOR BEAM ~
_ I ~ i ! ` --~-5=~'<," ~ ~ mar :~s~, ~J _ ! . _ ` ~ G, I ; ''_i ` ,,.,_I SEE 6 D-5.1 FOR HELICAL PIER _.I I.~ai I~i~ ~l t' ~ SPECIFICATIONS AND JOIST CONNECTIONS ~2•0'~ 1/2"X12"
v i 1-- ~ / TO BE .USED AT ALL BOARDWALK AND i_~ ! ~i~ J a ~ I_ ~ I ~ (3) 10'X8"X8" BEAMS • ~ HOT-DIPPED
T IL JUNCTIO S --i i ~ ~ 0`1 ASPHALT RA N COMPACTED SUBGRADE i ~ ~ ~ -I CONSTRUCT & CUT WOOD ~ ~ GAVANIZED LAG ~ ~ ; BOLTS SPACED BOARDWALK/TRAIL HEADER ~i i;!-~ APPROXIMATELY
i - i------•i REFERENCE DETAIL 5 D-5' T4 ~ I-- a / FOR ALL CONNECTIONS AS ~ 2'-3". INSTALL
? i~1 - i I-~ ~mm-_ ~ BE USED FOR ALL BOARDWALK AND I i ..,.....I -,...i _ E I WOQj~ ,r~BUT ENM T BEAM - I f - ! ASPHALT Jt~ICTION CONSTRUCTION. SHOWN ~ AS SHOWN
PLACEMENT DIAGRAM _ I ~ i i OWNER: • ter;, , ~ 10' CITY OF DURHAM
ALL WOOD USED ON BOARDWALK WILL BE PRESSURE TREATED WITH
---~-r--••T---,--~ f- ~ A MINIMUM OF 0.60 LBS/CF OF =I I ICI I I=l i ' BOARDWALK CRUSHED STONE FILL BITUMINOUS TRAIL PER. ' / ~ 101 CITY HALL PLAZA ' ~ DURHAM, NC 27701
PLAN REFERENCE DETAIL ~ ' ~ % ' ~ ATTN: BETH TIMSON
i l i-I I 1-I I • • • _ BOARDWALK DIVERSION HEADER ALL BOARDWALK BOLLARDS TO BE l~~ PARKS & RECREATION DEPT
=i I I- ' " ~ =:1 : FIXED STEEL PIPE BOLLARDS - _ - i- (SEE 4/D-2). il--' • ,,j~;r~'' ~ h 919-560.4355 BOLLARD RE: 4/D_2 f ';r, ~ :919-560-4021
' " " `"1 i=ill-1 t - - - I I~a-- HOT-0IP GALVANIZED HELICAL 3 10X8 X8 BEAMS I -I 1= =i 1- 4 1= I ~ -
CONSTRUCT & CUT WOOD , II I I- _!-I ~ i-1 I I-III-III-i! I--;I I 1-1 ~ I-: ~I ~ I ; -I ~ i- ~ ~ I, III I ~ I, ; I I I,_,, I I- SCREW PIER TO DEPTH TO MEET ` iii-`' " ' i , ' " ~ , . ` ' ' ' ' STRUCTURAL REQU FREMENTS. BOARDWALK/TRAIL HEADER CONSTRUCT WOOD HEADER AND '
FOR ALL CONNECTIONS A5 g,_4" DVERSION ASPHALT TRAIL WITHIN HEADER ,
SHOWN HEADER HORSESHOE AT A LEVEL ,j~% ;:~jj~
10' SECTION A-A ELEVATION FOR ALL ~ i% CONNECTIONS. SLOPE TRAIL ~i~'
10' 2' TO MEET ELEVATION OF AREA
WITH HEADER HORSESHOE. TRAIL WIDTH SINGLE 8"X8" BEAM
10' CONNECTED TO BOTTOM
D-5 5 1/2"X16" HOT-DIPPED GALVANIZED 12' PERPENDICULAR BEAMS `,~ttUttl+rli~i~~ WITH 2 1 2"X 16" LAG ~ ~ r' ~i
C ON T TRAIL WOOD BOARDWALK JUN TI ASPHAL LAG BOLTS .WITH WASHERS A ~ O / Q~,,,~•••• ~ ~ (2) -EACH END OF BEAM p~N BOLT ~ ~ F
NTS
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p z °m C O ~ PAVEMENT H } v -p w z m ~ o %~'~''.,F ~21 fl~•'
~ 9P 9„ ~ " PAVEMENT SURFA E QQ C~ 03 4
z " B" 2'-0" u „ 3n d~~ ~wr 2 .02 0 3 .02 . 0 ~ 1.01 .03 ~ :'P. /.D7 di- ~(Opo Y2 RAD. tt,~s,e 1 RAD. SURFACE z~so yHo~ $ ,O6 .O6 29 .00 - .v• - - ...a.., o•.: _ H~ DM .Tl M yti $AD. NQLn i.. to o•• o•. ••a r6 0 t0 0.' •p.h
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n+ 07gn-t t0 .°',•y y a s ';o:.: u„~ ~o~carn r, 12 7 03 ~ L_ Wda =•ri Dm o .:-P-.=, N 0 n 0 rr 1-U~4u+ ~IZA 1^tJa QU~~M =~~~o L __.T L ~ Q~~~H
. a . a ~ ~ `0''.0'... •.Q. ~ 1 m o ; 2 d °C ~ G0~0 f- Z~~pO't1 i0 '4. p,: n• 4. Ih o•, '9• I~ - 0•" rt h2f"Ztdl .Z~-oQ-rF E`~ >y r p., . p. . ~ • p. w a: N 1yq RAD tA[-u„~.J ~pN ~ s~ Q ~~u-A-I L7~H CURB AND {OTTER OA AS T NS TIO D^ '^1
p=~1t-' 2,-6n 1~q" RAD. 1,-6n ','•e~ ' • •v' a0~'4 C?xa°y ,02 m L•02 02 io :~o ~ ~ p~ ~ il• z •N¢ ADD 0.34 ,05 •02 0.2r -.02 -.Qi . A z / • 04 ~ Q H ~ ~ z PAY DIRECTED SY ENGINEER Q C) N a D D UNITS APRON SLOPES UP Z , H
' D'p-I r ,r r " n ~n ~-1 o .05 'a v . ip ° o.' ° ip 'Q :a:. c :p % h ~M 2 -6 CURB AND GUTTE 1 -6 CURB AND GUTTER ~ a.~ ~M p. ~ • h • P • • ~ n E...~ S'-1 4 - RADII SEE ADII > ary {H ~ IN RADII , - .PAY EFNITS PLANS) (AS SHORN DRAWINGS NOT RELEASED ~ W? fn0 .^,<i~});;;~ ~~`It~::~'i~,',^, IN RADII I t ON PLANS) ~
~ O ' rr u " $,r X 12" DR 1$" ' p a Z 12" . 09 - " 12" , 02 • 02 ~ 1.04 ' C 2 O z ("A r~"j<i~• 2'-0" ~ 2.,0" FOR CONSTRUCTION
CONCRETE CURB CONCRETE CURB ~ 4'-0° PROPOSED ~ ~ t',',"~ GUTTER/ A FADE OF OURB 2'•0" Job Number: 4831
. 2tOr' +,O+r EDGE OF • 02 m '.'v ~ , 03 .01 /.09 05 PAVEMENT " RAD, 2'-0" 0, .02 p
B" 2'-4" MIN. " 1,_0„ 1,-0„ ~ ,04 .04 0 5 -.04 .02 NORMAL .•v• Q •v,, b• 4: 1/g RADIUS c~ 1 ,r b o p. . • p. CROWN +o 'd • G • . ~ m ° ~ •v.' ° •v
'~j ~ ' 12" 'v r:P'•..•. . 12° ,08 „ 1 ,r .00 „ ,01 .05 ~,A V raven WLR NLT KB KH DRIVEWAY WITH EXPRESSWAY GUTTER TRANSTTTON DRTYEWAY WITH 2'•6" CURB AND GUTTER Checked DAJfOS TRK,SAB,KH
m ~a~' . • ,i •a' . ~ 'v' . ro• 7 a•.•. • . o • ~a ip • v6..- d y . - e.• - • •v. 5 •.:i.~,.~~?,.o:fi.`.'M~N:': 7" O fx h ~ W O ~ PLAN VIEW OF TYPICAL CURB AND GUTTER QGCURENCES W Date ~orzara~cooiz~suBMITTAL
~ >h ~ n 2 H ~ F- ~ Revisions 211506 B!D SET
Z ~ r•f B ~ F W C'1 ~ .06 ~ 1~ ~ ~ ~ EXPRESSI~AY GUTTER SHOULDER BERM GjlTTER „ n ~ 3 h- 0 ~ x .02 0.32 •02 0.25 ,,Q4 -•03 t0 .i.04- ~Q-~' ~ x'1'0- N ~ ~ .06 N ~ ~ 0 ~ x H ~ ~ 3105108 [SSUED fOR 3 C3 CCNSTRUCTIdN _
m N 8 X S MEDIAN CURB VALLEY GUTTER a ~ F, ~ ~ ~ p.03 .03 .p••.•.. ~ ~ 3 t7
C m y D C m D 12" .07 „ 12rr ,00 7„ .00 .06 ~ z SECTION VIEW QF CURBS OR GURBS AND GUTTERS o m W ~ o ~ ~ a o ~ ~ C R1 A z'-D" 2'•D° 15" 2'•a" , D^ o n~ 6!15109 81DSET pp ~ z f LO 61271fl9 B1D SET REV ~ RIC od W n o ~ T G.oa ix'~' p. ~ ~ pC ot3 $(21109 BID SET REV
WnD a~°~ C~ a ~ C D 12" p'. 12' .c'. ~ ~ p V 011 a0 p VARIABLE - 10' SUGGESTED YAR2ABLE - 1O' SUGGESTED ~ g 7" p v ~
~p ~ ~ FILL ~8° x 1" DEEP p (i Ip ~ ~ Q n v GENERAL NOTES: i>D ~ GROOVED OR SAWN C 07 4 W ~ ~ ~ p A B Ci SECTION A•A SECTION B•B CTION C-C a W ~
~ ~ p -PLRCE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT ~ W ~ G!" ~ •Q2 Q,gr ,02 Q,25 - -,04 `0 /•05 G•O1 /.it ~ W C D A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER F- t- C> C D •02 ,p2 .04 in ."IG7~ •P•~ ~ ..q v a, •ati .p°.o ~ OW ~ ~ v C D EXPRESSWAY GUTTER TRANSITION GUTTER 2'•G CURB fl GUTTER ~ ~ C W ~-I Ci ~ x OWC D
Ci? ~ SATFSFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED JOINT SEAL R W ~1 C ~ 7 i NTERVALS. ~8 RAD GUTTER = L1C D C 2 12n .06 „ 12" .OQ u ~ C WITHOUT THE USE OF TEMPLA ES AT Q I „ N ~ 7 7 / ,01 1.07 v ~ v Z mC{ z JOINT sEALER rn v Z
m -JOINT SPACING MAY BE ALTEflED EF REQUIRED BY THE ENGINEER. •.o., yg RAD PAVEMENT SURFACE M v = ~ ~ O ~ O Q ~ m ~ yep, ~ SURFACE OF „ ~ SURFACE OF J ~ a
~ -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE ..f Z Q m m , r, , „ ~ p m -rf d . • L7 O p BERM VARIES 2 -0 2 -4 ~ ~ o TEMPLATES OR FORMED BY OTHER APPROVED METHODS. `'o ..:a; , • 'o : •.'.4" ~..','.D . . N r W B •0 NORMAL~~ GU GUTTER 0 w v ~ EDGE OF PAVENEN7 ~ .v 10" TD 12" , tr w .CONSTRUCTION DRAWINGS
CONSTRUCT NON•TEMPLATE FORMED JOINTS A MIN. OF 11~ DEEP. ':n'.' .a . .a a:.: • • . • 4.:' v,. a a : •a,, r • ,v . a .02 Q 3 .02 p, -,05 i,06 G02 -FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"xB" MEDIAN CURB, •a•' ° • e'• : o, a ,0 .01 .01 25 -,04 • , • , , A EXPANSION JOINT CONTRACTION JOINT
WITH JOINT FILLER AND SEALER. PROP03ED ° o;.• 6.:...o; • ~ : ' , o .c' ~ . , PROP. , n Ia p• n PLAN VIEW OF TRANSTTTON Sheet Title:
-SPACE EXPANSION JOINTS AT 90` INTERVALS AND ADJACENT T4 GURB & GUTTER Y2 JOINT FILLER „ 05 „ •00 v. ALL RIGID OBJECTS. JOINT PAVEMENT 12 7" 12 7" x.02 1.08 NOTES: EXPRESSWAY GtlTTER TO 2'-6" CURB AND GUTTER •IN THE TRANSITION FRON 4'•O" CONCRETE EXPRESSYIAY GUTTER TO 2'•6" CONCRETE T CURB AND BUITEA, PLACE Y2" EXPANSION J02NTS AT 25' INTERVALS. WARNING
LONGIT DINAL JOINT TRANSVERSE EXPANSION JOINT U IN CURB AND GUTTER -PLACE GROOVE JOINTS 1" DEEP AT 12`-6" INTERVALS BEFWEEN EXPANSION JOINTS. -FELL AND SEAL THE TOP Yq" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION T f
SECTION VIEWS OF SECTION VIEWS Off' SECTION VIEW OF JOINTS SHEET 1 ar s HEFT a of s EXPRESSWAY GUTTER IN SUPER ELEVATION 2'-6" CURB AND GUTTER SUPERELEVATION RATES SHEET z SHEET 1 OF 3 846, 01 846 IATES SHEET 2 OF S NEET 3 OF 3 JOINTS WITH APPROVED JOINT SEALING CaiPOUND. SHEET 3 OF S EDGING AND
846.01 846.01 s4s.o1 sas.al sas.al
.CURB &
GUTTER DETAILS
6/D-5
' NCDOT CURB & GUTTER Sheet Number
NTS
D-5

w4
r w
TRANSITION FROM 10' ii FILL KEY AND ~ OPENING POR REBAR POLYURETHANE SEALANT P,
TO 12' WIDTH (EA. SIDE) INSTALL PINS AT 6' O.G. WOOD BOARDWALK SAW GUT aLAB b IN WITH GROUT PLUSH !/2" THICK ~ LONGITUDINAL WITH SURFACE ! i/4" CLOSED CELL POLYETHYLENE FOAM BACK ~
6 -6. (SEE /D U ~ DIRECTION (TYP. AT
4' EA PEI M1NA~OVEW NEOPRENE SPONGE EXPANSION JOINT FILLER ~
a r i2 -ki -?-I a > !0" HOLLOWCORE SLAB Q
~ '-0" -6 -
I I I I I i , I I I ~
f i i 3~~
i ~ 3k ( _~p.i i. r r ~ V, ~ I~ l i I I~f 6 0 i ° _ ~ ~~U7~1~~11
I I I ~ I ~ I I i / I I e- I I I I I I II i 10" HOLLOWGORE , ~ ° ° 2A~" GROUT NEOPRENE GEARING PAD ~
I ~ SLAB PLUG IN CAVITY ~~p
~ ~ li ~ ~ 2, GROUTED JOINTS AND SI-IEAR PINS z
I . ~ ~ ~ BOLLARD 2 ALTERNATE SHEAR PINS A5 SHOWN 2' WOOD BOARDWALK ° ~ Z
~-2} IN EACH SPAN GROUT SEAM BETWEEN PANEL5 ,,,i WITH NON-SHRINK GROUT .N PANELS (SEE ~ro-6.1) < ~~C~J~~~P~. ;OUT EXPANSION JOf.Ns
M r I NOTE: ALL JOINTS BETWEEN 5LAB5
`j HELICAL i~ ~ V EW I ~~,~N ~ (2) 2x10 x12 HEADER i SNALL BE FULLY PILLED WITH E - GROUT GONSI ST I NG OP 1-PART t7
PIER (TYP.1 I `I ~ ^ ~ 2"x 10"x12' .10f5T I I ! TOENAIL JOIST ` PORTLAND CEMENT To 3-PARTS ~ 111 West Main Street 'r i TO BEAM GLEAN SAND ~
1 j ' ~ ur Durham, N.C. 27701
CONCRETE BDARDWALKAND WOOD . z p 919.682.0368
s- BOARDWALK CONNECTION ~ 3 ' ; ,i o ~ o ~ a ' ~ ~ ~ ; ~ ~ z. a i i° o. o. ex PLATE ~ fi 919.688.5646
I t E ~ I I ~ / N d' N 3a 3 PROM JOIST TO 3:' EDGE OP DECK 80.31 _ 0.262°WALL TE18E X 5-3/4" m WWW,CJtpa.COnl
r- ~ ~ M r ~ i NAND RAIL P05T NOTGN TOP OF SLAB ONE SIDE I' -5~' LONG
~ ^ ~ 12' WIDE HOLLOWGORE 1 EXPANSION JOINT (TYP.} CONCRETE WALK WEEP HOL OVER VOID AND ONLY" - WEEP HOLES - 2 PER PILL SOLID AT POST
(THREE 4' WIDE PANEL5) VOID @ EAG VOID ®EAGH END (TYPJ LOCATIONS ONLY.
~ ~ ° AN510N ,101NT " „ 1 EXP 1i~ f FLOAT 5ET EMBED RE: 5/D-5 WOOD INTO POUR PILL.
i i~ 11" ~ BOARDWALK CONNECTION 2 2 -0~"
I n „ ~ ~ 5.5' BEARING t.EMGiH (iYP. 12' WIDE HOLLOWGORE } TO ABUTMENT WITH J015T ~ ~ HEADER AND U-BOLT .o . . l 11 1. ,
CONCRETE WALK > > y ASPHALT TRAIL y HREE 4' WIDE PANEL5) i
~ t ~ i~
~ 1 ~ ~ . • EMBED AT EVERY 1 J2" 2' ~1.
~ ~ t o~ U o U~ )oOaO«OoO~~~ ' 10" HOLLOWGORE P05T d SLAB
~ ?
r 6" ' IDE NEOPRENE BEARING #6 VERT. @ 8 O.G., E.P., #b VERT. @ 8, Q G:;~E:F., vERT• ®8'i O•G., E•F•- I~ANp RAIL HELICAL PIER COMPRESSION PILE CAP
90° HOOK INTO FOOTING P OR FULL WIDTH OI+ PAi~I.:~_ _g9~oOK It4TO FOOTING „ ~ y BEAI~INC~ ON FOOTING 90° NOOK INTO FOOTING (FITS 2-7~$"}
1 -6 2 -0 i` #4 HDRIZ. @ 6" O.G., E.P. ~gy # ' HaRlz. ~ o.G., E.P.
#4 HORIZ. @ 6" O.G., E.P. " ' 18y ' #4 "U" BAR @ 8" O.G. ~ 24 NOTES
~ #6 @ 8" O.G., E.F., E.W. „ #6 @ 8 O.G., E.F., E.W. # #6 ~ 8" O.G., E.F., E.W.
1. HELICAL PIER DESIGN AXIAL LOAD = 30 KIPS~PIER (INCLUDES SAFETY FACTOR) Protect:
• 2. HELICAL PIERS TO BE 2~" TUBULAR WITH 0.203" WALLS ~ryp
3. DEPTH OF HELICAL PIERS AND DIAMETER OF HELICAL TO BE DETERMINED BY THIRD F~RK
CONTRACTOR 4. HELICAL PIERS TO BE LOAD TESTED BY CONTRACTOR ACCORDING TO ASTM-01143 CREEK TRAIL
! _ ALTERNATE VERTICAL , - inn I-~I;=-,f I~Ir E~ T is ~ 1 1~ ~I l~ 31 -~I - ~ ~~r-~ i I X11' I-- _ ~ -~11 ~I k~- '-fl Ids ~u ii'- !-'u~-Eir-~i ~ 6 #57 STONE (TYP. 5. ALL FASTENERS, BRACKETS, NUTS, BOLTS, PIERS, AND OTHER MISCELLANEOUS
y?~ -+----~4~ B,hi'L5 AND HORIZONTAL I •5' BARS TO OBTAIN 4" UNDER EA. FOOTING) METALS TO BE HOT-DIP GALVANIZED ACCORDING TO ASTM-A123 (LATEST REVISION)
SPACING (TYP, IN ALL C, ~ CONCRETE FOOTING
FOOTINGS) 3 HELICAL PIERS TO BE
GENT)=RED EN FOOTING CENTER SUPPORT (ONLY FOR SCHEDULE
AND SPACED AT 4'-6" O.G. USE ON SPANS OVER 40') (TYP. EA. END ABUTMENT} HOT-DIP GALVANIZED HELICAL NOT-DIP GALVANIZED HELICAL ~ ~ SHEET BEG. STATION L 1 L2 Dcu~u~ Op~et SrACE Atm Txatts
SGR1rW P(ER TO DEPTH TD MEET SGR~W PIER TD DEPTH TO MEET GD 8 28+31 30 0 NOTE: SURFACE ELEVATION OF TRAIL AND
STRUCTURAL REQUIREMENTS. STRUCTURAL REQUIREMENTS. NOTE: ALL JOINTS ~3ETWEEN SLABS GD 16 81+40 30 0 TOP OP CONCRETE ABUTMENTS IS TO BE THE NORTHISOUTH
€ND A,~ITMENT GENT£R ABUTMENT SNALI_ BE FULLY PILLED WITH GD 17 90+00 30 0
4 HELICAL PIERS TO BE CENTERED IN FOOTING GROUT CONSISTING OP 1-PART GD 18 30 0 SAME AS PR>w-GONSTRUGTION ELEVATIONS. ~A PORTLAND CEMENT TO 3-PARTS. GD 23 130+00 q.0 0 NO PILL ALLOWED IN PLOODWAY. TRAIL SYSTEM
AND SPACED AT 3'-3" D.G. GLEAN SAND GD 24 137+82 30 o DURHAM NC
(TYP. EA. END ABUTMENT} GD 25 1A~3+11 30 0
NOTE: C.4NTRAGTOR TO CONTACT ENGINEERL
TO VERIFY SPAN LENGTHS ONCE BRIDGES
D-~.~ SECTION VIEW ARE STAKED IN THE FIELD PRIOR TO ORDERING PRECAST CONCRETE PANELS.
o AY QR USE IN FLO DW C ETE BOARDWALK CON R
NTS L1 =FIRST SPAN
L2 = SECOND SPAN iF REQUIRED OWNER:
CITY OF DURHAM 101 CITY HALL PLAZA
DURHAM, NC 27701
2'x12" DOUBLE BEAM 2'x12" BOLTED DOUBLE BEAM 2'x12" DOUBLE BEAM 2'x12" BOLTED DOUBLE BEAM HOT-DIP GALVANIZED BATTERED HELICAL PIER AT BOLTS, WASHERS, AND GALVANIZED NOTES, ERS, AND 1. CONCRETE WILL BE A MINIMUM OF 4000 PSI AT 2B DAYS. REBAR WILL BE DEFORMED, 60 KSI YIELD STRENGTH. ATTN: BETH TiMSON
„ " 45 ' ANGLE IN DIRECTION 1/4 THICK STEEL " 2/4 THICK STEEL " IN. ON EA. NUTS. 3 CONNECTIONS VERT NECTIONS VERTICAL 2. CONTRACTOR WILL USE VIBRATORS TO CONSOLIDATE CONCRETE AROUND REINFORCEMENT; OTHER EMBEDDED ITEMS, AND INTO PARKS & RECREATION DEPT
1 2 ~ HOT-DIP GALVANIZED i 2 ~ HOT-DIP GALVANIZED SHOWN (2 M PLATE SADDLE / PLATE SADDLE I AND 5 CONNECTIONS HORIZOI CTIONS HORIZONTAL CORNERS AND TO REMOVE AIR VOIDS. ph: 919-560-4355
THROUGH BOLT, LOCKWASHER AND THROUGH BOLT, LOCKWASMER AND BOARDWALK) BETWEEN ALL JOISTS (TYP., JOISTS (TYP. } 3, REPAIR ANY SURFACE VOIDS WITH CEMENT MORTAR. EXPOSED FACE OF WALL WILL HAVE SMOOTH FORMED FINISH WITH ANY FINS fx: 919-560-4021
NUT (2 REQUIRED EA. SUPPORT .NUT (2 REQUIRED EA. SUPPORT REMOVED AND SMOOTHED. FILL iTE HOLES WITH DRY PACK MORTAR.
BRACKET BRACKET } VERTICAL HELICAL 4. FORMS WILL BE LEFT IN PLACE FOR A MINtMUM OF 7 DAYS AFTER PLACING CONCRETE.
° PIERS TYP.) ( 5. SUBGRADE MUST BE APPROVED BY THE ENGINEER PRIOR TO ANY REBAR 1NSTALLATION.
° so• 3 4" ~ HOT-DIP ° / n GALVANIZED THROUGH BOLT 3/4 ~ HOT-DIP 6. STEEL REINFORCING MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CONCRETE
° ND NUT ° -------GALVANIZED THROUGH BOLT A 7. ENGINEER WILL INSPECT WALL BACKFILL. 8. CONTRACTOR WILL PROVIDE ENGINEER WITH A MINIMUM OF 24 HOURS NOTICE FOR tNSPECTtONS.
AND NUT 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 M1X HAS BEEN APPROVED.
BOLTED DOUBLE ED DOUBLE NO REBAR WILL 8E INSTALLED PRIOR TO SHOP DRAWING APPROVAL. ~+rr~''r~~~
BEAMS g 10. CONTRACTOR W1LL SUBMIT A POURING PLAN TO THE ENGINEER FOR APPROVAL p~.•
STffL RIPE TO ACCEPT HELICAL STEEL PIPE TO ACCEPT HELICAL NOTE: ALL BOARDWALK FRAMING 2"X10° BLOCKING RT, MID SPAN, 2"X10"X10' -0" 0"X10' -•0" 11. OWNER WILL OBTAIN THE SERVICES OF A MATERIALS TESTING LABORATORY. THE TESTING LABORATORY WILL TEST THE ` ~
PIEfi 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. CONCRETE tN ACCORDANCE WITH ASTM C31 AND C39, CONTRACTOR WILL COORDINATE WITH THE TESTING SERVICE AND THE ENGINEER. AL
CONNECTION) CONNECTION) SIDE (TYP.) BATTERED HELICA .y• '
PIER RT 30' ANC. TIERED HELICAL 12. 3" CLEAR COVER TO BE PROVIDED FOR ALL REINFORCEMENT. r 1 11 9 ~ ER RT 30' ANGL£ ~E ~~w~
BATTERED HELICAL PIER -SUPPORT ..BRACKET HELICAL PIER SUPPORT BRACKET NOTES IN DIRECTION DIRECTION ~G•'''°'• ~
" " SHOWN (2 MIN. O OWN (2 MIN. ON ~ D`6.1 ~'il~iLC~AM`~K~~~e
2x6 x10 -0 P.T. PINE DECK 1. HELICAL PLEB DESIGN AXIAL LOAD = EA. BOARDWALK . BOARDWALK) /
ON TOP OF BEAM. ATTACH DECKING 12 KIPS~PIER (INCLUDES SAFETY FACTOR) HEAVY DUTY HOT-DIP CONCRETE BOARDWALK NOTES
WITH 2-3" HOT-DIP GALVANIZED 2. HELICAL PIER DESIGN LATERAL LOAD BOLTED DOUBLE 2"x12" BEAM GALV. JOIST HANGERS (TYP. ) N TS
SCREWS ON EACH JOIST = 6 KIPS/PIER (INCLUDES SAFETY
HOT-DIP GALVANIZED FACTOR }
HEAVY DUTY HOT-DIP SUPPORT BRACKET 3. HELICAL PIERS TO BE 2 " TUBULAR GALVANIZED JOIST WITH 0.203" WALLS
HANGERS TYP. PAINT SAFETY YELLQW STRIPE ALONG S BOLTED DOUBLE ( ) 4. DEPTH OF HELICAL PIER AND DAYLIGHT DRAIN PIPE AT .ENDS OF WALLS. THIS DIAGRAM IS A SGH~MATIG DRAWING OP A
1 WIDTH AT EDGE OF BOARDS. PAINT NE BEAMS 1' r BOARDWp BOARDWALK LOCATIONS SEGMENTAL WALL.. THE CONTRACTOR WILL BE Job Number: 0881. RESPONSIBLE POR OBTAINING GONSTRUGTION DRA,I^;iNC~S-'~~
C T ON GAINST DIAMETER OF HELICAL TO BE DETERMI D ° ° ° ° ° ; ° ° ° ° ° TO CONFORM TO APPLI A I A 2"X12"X10' -0" STATION LENGTH PIERS PROM THE BLOCK MANUFACTURER POR EACH WALL, ~ prawn wLR,NLT KBLKH
A TI BER BY CONTRACTOR STATIOP THE TED M 5. HELICAL PIERS TO BE LOAD TESTED PROVIDING SHOP DRAWINGS AND OBTAINING ANT`
18" 3 4" ~ HOT-DIP GALVANIZED BY CONTRACTOR ACCORDING TO " " / 32+00 32+00 30' 14 NECESSARY GONSTRUGTION PERMITS. Checked _DAJxEOS,TRK SAB, KH qa a 1N28/05 COD ftESUBMITTAL
2 x10 THROUGH BOLT AND NUT ASTM-D1143 BOLTED DOUBLE ' 6. ALL FASTENERS, BRACKETS, NUTS, BEAMS ~ 36+50 36+50 30' 14 Revisions 2115146 BED SET
v W W W i' Y Y W W W y Y W JWIS IyJ W •V W y •L v v' •Y ~4 BOLTS, PIERS, AND OTHER 2° X 1 O" X 10' -0" 38+00 W W W W v W W W W W W Y W W W W V W W W W W A 3105/08 ISSUED FOR _ 38+00 30~ 14 EXISTING GRADE CONSTRUCTION
- - --w - - - - - A ~ 41+50 - ~ _ MISCELLANEOUS METALS TO BE HOT-DIP ~ ~ 41+50 36 17 s115ros sID sir
- _ - _ _ ~ ~ ~ = ~ . = ~ GALVANIZED ACCORDING TO ASTM-A123 . ~ 47+50 ~ ~ 47+50 3U' 14 8'' Mlu. Low PEEMEABLE SOIL ~ 6127109 BID SET REV
- _ ~ - _ _ = - LATEST REVISION ~ 50+50 ~ 50+50 30 14 ~ ~ 8I21t09 Blq SET REU
- - - - - 7. EACH BOARDWALK SHALL HAVE A 2 EA. ~ 0~ HOT DIP GALVANIZED 71+00 - - i - - HOT-DIP GALVANIZED HELICAL SCREW PIER BOLTS, WASHERS, AND NUTS. AT o ~ 71+00 30 14 PROVIDE PosmvE oRAINACE ~ouNO w~,L~-; 88+00 16' 10 ~
AL MINIMUM OF (2~ PARALLEL BATTERED , ~ 88+00 DRILL TO DEPTH TO MEET STRUCTUR 2 0. C. (TYP. ON DOUBLE 2X10 ~ ~ 4" CAP UNIT ~ _ 3 4 ~ 94+00 20 10 STANDARD BLOCK urlir~~ ~ APPROXIMATE
REQUIREMENTS. SEE SPECIFICATIONS. PIERS AND (2) PERPENDICULAR BATTERED o ~ 94+00 SECTION A-A -s" ~ CT I O OF TRAVEL. JOIST) PIERS TO THE DIRE N 125+50 125+50 45' 24 ~ EXCAVATION LINE o
10' 10' ~ 133+00 ' ~ 133+00 130' 64 w ~ ~ ~ ~BACKFILL~ / s
OR iO' 10' OR LESS Q 10' 2"X8" CROSS BRACE IN EACH ~ ~ R CF a 136+00 ~ ~ 136+00 168' $4 z~ r~~ ! ~ ~ LRETAINED SGIL ~ ~ CONSTRUCTION DRAWINGS
LESS S SEGMENT, CONNECT TO EACH 138+50 , z FINISHED GRApE~ UNET GORE FILL 138+50 89 44 ~ ~ ~sd~° CRUSHED ~
_ ~ 1 ~ REFERENCE DETAIL 5/D-5; TO BE USED 2"X10" WITH HOT-DIP z r0 Q 144+00 o OR FOR ALL BOARDWALK AND ASPHALT GALVANIZED FASTNERS 144+00 230' 1 i 4 o CK OR STONE) l:. ° ~ Sheet Titfe:
°o ~ ~~S JUNCTION CONSTRUCTION. 151+00 OECK ~'ACCNG TO PR0410E ~i ~ ~ S 153+DO 151+00 102' 53 1. •1•,.:.~:
fR08 BOA(ZD TO BOARD pp 153+00 60' 30 ~ 7~ ~r r~~+ UNREINFORCEa CONGREfE OR C V ~ V~! R l ti]
4 1~'7~' 4~' CRUSHED S`~C?t~E'LEVELING PAD /~N ~
ALL WOOD USED ON BOARDWALK WILL BE U FATED WITH A MINIMUM OF '-D' r-o° 2'-a' 2'-0° z-o~ L a PRESS RE TR z
,~WRpP 4~ A_V~_C~DRAINAGEAIPIPE IN~P314" WA~L D ,,z.... TYPICAI ('.fIT W4i I ~FCTIf1tJ . ,~,-.s.r , T rr
0.60 LBS/CF OF PRESERVATIVE WASMLV A G~KLUA~lIL ANUMMt~~lULK.hAUM; STANDARD UNIT - NEAR VERTICAL SETBACK p OV AND ON EACHN$IDENO~ PIP€ONE bUANDWALK
FRAME AND PIERS: START 10 I 4/D-6,1-- DAYLIGHT PIPE AT END OF WALL FOIE
MAXIMUM SPAN AT CENTER OF CL G o D-6.1 TRAIL WIDTH SECTION SO THAT THERE IS POSITIVE DRAINAGE) DETAILS
WOOD BOARDWALK LESS THAN A 10 SPAN AT THE ALL BOARDWALK BOLLARDS TO BE FIXED PLAN VIEW DECK REMOVED) SEGMENTAL RETAINING WALL Sheet Number
ABUTMENT AND AT THE ANGLE STEEL PIPE BOLLARDS (SEE 4/0-2). NTS Ns D-6.1

' i~ i ;
w x
,z ii,,
' ~ , ALL SINGLE PIPES OVPR .36" RIA. OR LARGER AND w
~ ALL D011BI.:E PIPES TO HAVE GONGRETE HEADWALL ' ` AND ENDWALL. HAND RAILS TO B>^ PROVIDER AS s
I' INDIGATEp ON THE PLAN. y
GtU~i•AES. ~ 11'f'E II IWNDR~JL ' RGP T4 BE GENfERED ON DRAINAGE EKfE?~ E'EYOND PAVINS ON FAGH 51DE a
' A5 SNOt^@! IN'tf~ PLANS m d TM
NiN OR A5 SttOMPI ON TtE PLANS a
n
6RA56 ! WODD5 A5PHAI.T TRAiL i ~ . z ~Q~
~i j a
~ ~~V1Yl~~~
I
PLAN vl~w ~ ~~~lJ U IJ~~pA
r a °
r~
~ 111 West Main Stree#
w Durham, N.C. 27701
i12RIL SECTION z p 919.682.0368
~ f 919.688.5646
r' ~ f W www.cjtpa.com
~ r, ~ia ~ t?-.u-~ _:~.t:- 'uay -tai ~q~
~lli~1~~~-r~ I;--il i~~ :ii;
:~i~i~ii=il~ii iF~ ;~I~~~= "~1,~1=1~1-11~i,~ _ _ i-l-iii H€i-~IZ
X57 STONE BEDD~16 TO SPRINSUNE OF PIPE
, ;a
I
1
1 D -'7
RCP DRAINAGE PIPES
N TS

Project:
o z o"' oN oro 0
wiz ¢F~ . T~n o GENERAL NOTES, z~'~x~ s~~ . THIRD FORK
'1 ~oa° M~xo ~'"~.°n'DCO ~.~"oN 0
m~~~yl ~ SLDPE AS INDICATED 0.4 PLANS 0,,,1~=~ W2~SA CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1". ooNZZ p Hz-9~D P an vEDR 9' !s~'~ ay a a Wcc ~ ,~1 ,l7p~n-) TOLP E~OFPWALIE 1 WQ~li.y S~DARI n It F-V~p~ O~N~Z "a~v CREEK TRAIL
tl'I S,~z~m ~ ~ Qo~oc~ N"o PLACE 2 #6 Y BARS TN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 ~x~z~ I, , rn o ~ ~ x.~om AND OVER WITH A MINIMUM OF 3 COVER AND A LENGTH OF 6 LESS THAN IW~V~O~
' oo,~ ~ F awM-' na~~ ENDWALL LENGTH, o°u,a UM11~- ~ O ~ ~ ~ -v 1,~-~ 0 o N pa-,
~ . ~
~ ~ P~°I"PCE• ~4•eAAS aH CONSTRUCT BOTTOM SLAB WITH FORMS. Wa a~ w , rM a
s! z I i I i = ~ ° DO NOT INTERPRET WALL THICKNESS {T) SHOWN FOR THE THICKNESS DtiR~x orEH sr~cx um Txaus
h ACCEPTABLE BUT IS USED IN COMPUTING ENDWALL QUANTITIES, " ,
! PLAN s 12" WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM NORTHISOUTH
PaorlN$ OF THE PIPE, PLACE BAR X DOWELS IN THE BASE AS SHOWN ON PLANS. C~ (IF CONST. JOINT IS USER) DOWEL W A SPACE BARS APPROXIMATELY ON 12 CENTERS UNLESS OTHERWISE DIRECTED ~
~ BAR•"X" ~ N ~ Z BY THE ENGINEER. ~ t7 y ~ END ELEVATION m F ~zxm c N c ayl-~ ~~Az ox
~ n ci ~ ~ ~ ' ~ ~ WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ~ ~ W y o ~ F ~ TRAIL SYSTEM W ~ DURHAM NC
m y W o ~ m ~ T PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. o y > S ~ Uj DOWELS IN ENOitN.L W[TH REINFORCED CONCREFE PIPE 2 J o ~ Q ~ N OF HE ~ ~ ~ o~ N
a1 C m x I I PIPE SINGLE PIPE DOUBLE PIPE ~ ~ ~ p~j G ~ m ~ USE GLASS "B" CONCRETE. ~ O ~ ~ o ~ O W N ¢ U. t~ ¢~t~~
~ m ~ ~ ( ! ~ I ~ ? i f ~ LOC. DIA. 15" 18" 24" 30" 38" 42" 48" 15" 18° 24" 30" 36" 42" 48" ~ Ij, ~ ~ 'P ItI -I ~ - ~ ` ~ m z A ~ i $ARS xXx nxu xXx xxn. xxn nXn Y" uXn uXn uXn xxn uXx uXu uXx ta, nXu Y" ~ ~ m ~ ~ a JWw ¢W W
p _ _ _ _ _ _ O .QTY. 2- 2 3 S 4 4 5 2 2 9 3 4. 4 5- a~ IL a, "0.'~, ~ W M aJaa
~ 'fI ~ D ~ f rt ~ 11 oTY. 2 2 1 1 2 z 2 2 2 s 2 y ~ M•i 1.1 ~ ~ @ f7. d. •0 ~ T'°' O p~L G OTY. 2 2 3 S 4 4 5 2 2 3 3 4 4 5 O~~ m '0 ~ ~~a s
m m f p L TOTAL LBS. 9 9 14 14 19 55 65 12 12 f9 t9 23 77 92 Q.~ ~ ~ m ~ ~ ~ ~ z M~J~
' ~ "1I D OPTTOHAL CONSTRUCTION JOINT U~1 "W m ~ ~ ~ Q ~ ~ ~ ~ ~ ~ m ~ OWNER: ~ CITY OF DURHAM
G C ~ H DINEN8ION3 AND CONCRETE QUANTITIES ~ {{I ~ ~ O r,C„ Z ~ W ~ _ USING CONCRETE PIPE N ~ ~ 'C ~ ~ ~ Q ~ ~ ELEVATION y O N y ~ W ~F~i ~ to ~ ~ 101 CITY HAIL PLAZA
y COIWON QINENSLOHS SINIR.E PIP DOUBLE PIPE W ~ III N I[I ~ M "n a OC T" ,`A ~ 0 D H 8 G T S L YDt M L YDII A~ 2 ~ ~ U z~ y z r DURHAM, NC 27701
~ ~ 15" 8'-3x 1,-$,~ 2`•D" 21a" 93*2" 5''6" 0.7 2'•2" 7'.8" 1.0 UJ Z.` r "I ~i yy z4 yI" Qa r O a ATTN: BETH TIMSON
I• 18" 3'•7" 1'•10" 3.2" 21~" t0" 6'-4" 1.D 2'•7" 8'•11" 1.3 ,0 m m 24" 4'-2" 2`-1" 4'•0" S" 10" 6'-0" 1.5 3'•5° 1t'•5° 2.0 V v PARKS & RECREATION DEPT
30" 5'•0" 2'•6" 4'-7" 494" 115" 8'-2" 2.S 4'•3" 13'•5" 3.1 ph:919-560-4355
B6" 5'-$" 2'•8" 5'•6" 4~" t11Q" 91'•O". 3.4 5'•0" iB'•O" 4.5 42" 8'•2" 3`•i" 6`•4" 514u 191' 12'-8" 4.5 5'•10" 98'•6" $.0 fx: 919-560-4021
48" 6'•S" 3'•5" 7'-2" 5~$" tt1"!x 14'•4" B.D 8'•8° 21'•0" 8.O SNEET 3 OF 9 SHEET S OF 9
HEFT 1 OF 3 ,SEE SHEET 3 ET 1 Of 3 BHEET 3 OP 3 838.01 838.Oi 838.Oi 838.01 838.01
4 D -'7 RC-NGE DETAIL VD-7 POR HANRRAILS AND
ADWALL ENDWALL MINIMUM PIPE GoVaz 5PI-xIPIGATI0N5 CONCRETE CIE
NTS
44000000000
u.CA_
Q ° Op 040°0, D
0 0 o
O y e o SL.11C. ~ b
N o 27892 a ~ o O
~'~°Fy ~ °000D G j NE p0pp%~ '0
00 °°DD4444eo44 P o0 ~ D
oo~~~D00p 0446 444
s~`~/~~
Job Number: 0839
Drawn WLR~NLT~ K8 KPH Checked OAJ,EOS,TRK SAB, KH
.Date 10128105 COD RESUBMlTTAL
Revisions 2115108 BID SET
3105108 15SUED FOR CONSTRUCTION
6115!09 BID SET
7127!09 BID SET REV
Ct7NSTRUCTI4N DRAWINGS
Sheet Title:
STDRNIWATER
DETAILS
Sheet Number
D-7

i

is
W
7
READ FRONT-~~ICiru~„ v
S t rest or F
~2~,1 2••1 SIGN NOTES. 1 5tc~an Tr~GR ~ x
a .k; ,
a5° x~" Warn:.: lactic lumber 7. THE CONTRACTOR RESPONSIBLE FOR PROVIDING THE MATERIAL, CONSTRUCTION i, ~ . ).P d
111"x~~12" TION OF THE TRAIL SIGN POSTS AS INDICATED ON DETAIL SHEET D--B. ~ ~ AND INSTALLA W d TM
2. THE OWNER WILL PROVIDE THE INFORMATIONAL SIGNS TD BE JNSTALLED ON THE
TH TRAIL BASE SIGNS. THE CONTRACTOR WILL BE RESPONSIBLE FOR MOUNTING E Q
NOTI~5: SIGNS TO THE TRAIL SIGN POSTS.
~~,wF Y,l;.l:S. ~ a
7, All :lactic lumber )f ~ - pla~tie 1~umb~r rN~., lne., j
3. FINAL LOCATIONS ARE TO BE DETERMINED BY THE OWNER IN THE FIELD. 3/A~
rout ~ Akran~ OH. Ph r ~ Z h ~,i~ ~ ~~hJIJ EJ UIy~P.A,
FOR THE FOLLOWING UANTITIES: ~ _ 4. THE CONTRACTOR SHOULD PROVIDE (yp ) TY o.
-MAJOR ENTRANCE SIGNS: 2 ~ approved equal. 0 As~>~ ~ ra
-MINOR ENTRANCE SIGNS; - Dolor- Gre. y -TW4 POST SIGNS: 4 _ z 11'i West Main Street
All o~t~ shall be -FOUR POST SIGNS: 3 ~ w.. p r ~ - W Durham, N,C. 27701
` _ p in~talied plurE~b; Afl ~ign~. , ~ ~ z p 919,682.0368
WARNING .SIGNS. Shall be in~tall~A an a5t _ I n f 919,688,5646
and timber level and true.
1~?"-40 9l2" rax, i~roject Mianager shall Tray ~ ~ www.cjtpa.com
aP~ = va final n6taNation. 1f~ die, threaded rad~ a~pra
i wl thrreaded nut & wa~haar,
e ~ at all P~t~ 5h~11 be a minimum and P,V;G, ~p~c r . ,i
~ eEa~e nut and of a fG. fram edge, of trail Qr
washer at out~ida timber. ~idaw~lk> unl~~ noted...
atherw~i~e, }
„ antic lumbar
~ x ~ ~nam.) pi . ` ~ 3 tt~'~`: 9 2"
~ ~ ~ ,,t

~1
A-'' x :Warn: la5tic lumbar ~ ) p
39l?"x112"~
Cra~P , _ ~a - , ~ ~r. ~ ~ ti ~r~ti , ~ , ~ ~
Project:
II li ~'empararil~r clamp F x! ~ I THIRD FORK
aat~ ~ Sher with 1/~" ~ ~ -
aaer~b~a~r~d~; tier - ~C' P ~ ~ CREEK TRAIL
to Witting canarete, J `r

3f)DD p.~.i. ~t
C,oncreta Fill
In7R!lAli QPEN SPAC$ AND TRAl15
MINOR ENTRANCE SIGN TYPES
A. sTOP NORTHISOUTH
B. DOST(DURHAM OPEN SPACE AND TRAILS) TRAIL SYSTEM
C. DIRECTION ARROW DURHAM NC
D. CROSS STREET
~ Tf N f~JT I A . I E. TRAIL LD.
F. CITY OF DURHAM LOGO
G. MAP5/RULES
a i `f 1tz'~o~~" f~~At~ F c na ral REARKFacinc Tra~E FR0N1`- ng Street OWNER: au {TYPE A) {TYPE "E") CITY OF DURHAM
I~~ StcpSig~1 101 CITY HALL PLAZA
DURHAM, NC 27701
~ a o, ATTN: BETH TIMSON
(TYPE "C") PARKS & RECREATION DEPT
WARNING ' ` F'~I1 ph:919-560.4355
BOLLARD ' ` fx: 919-560-4021
AHEAD ~ (TYPE "F")
NO~Ea: r<,
31~" ~ ~ m
t a 1. All 1a~tic lumber b tau ~ p Y. - e
t ~I. tic Lumber Co: 1no. ~ Yp)
Akron; O.H. ph S~OT~rB~i~°SOD, ar (TYPE "D") (TYPE „G„) ~ ~r.a .
a roved ~ ~ial> ~....,..SStr~tlm It+~~stRule~ ~
pp C~IDr- Gra Y S1~"ItC3r6 ASSt,~ ~~uru~i~,,~ ~ CAR
" ~ (TYPE "B") •~'°~~~a~iu'sc~;;~~i~'~.
All a~t~ ~ha11 ba o: ~ Fsti:
. installed. lamb -;~11~ n~ p. 9 Trays l,~ago °
NCDOT STANDARD s': s' ' co shall b~ installed on p~~t~ x N 1050 ~ x
3 LB LT U and timber level and true 4~i ~ i • r
-pro ect N1ana i"r shall. CHANNEL POST - j ~ 11
1~~ dia. threaded rod a. ,rove final in~tallatis~n; °oFVIN HP~`Po'•
wl threaded nut ~ wa~har, 7J~ f'"~''~~ l
nd ~:V,C16' aver at centi<r a , p f?oat~ shall be a minimum
BLACK LETTERS WITH FLUORESCENT ga .1 i~ce~~~ad nutand p of 3. f G, fram edge of trail ar
~a~h;~r at outside timber. ° YELLOW GREEN BACKGROUND ~idewalk,.unla~~.noted
atherwi~e,
" x " m. la~ti.,a lumber ~ ~ (nQ a p
311'"x912'" Job Number; 0831
si n shall be ~
f'~ 9 Drawn WLR NLT KB~KH Checked _ DA,i,EQS TRK,SAB KH_
51 2"~i 1 / } t / Date 10/28(05 COD REBUBMITTAL
Revisions 2115106 BID SET _
3!05108 ISSUED FOR CONSTRUCTION _
'"r~~ie y -i +r 4. 816709 BID SET
r. ~A.^~.'~ era F k% r,r~[{;dr iytrwetuivi.+Yesir~ly
O - .U.. ~ tl I~ T_ ~I Tam "oraril~ damp ~o x 4 ~~~i~G.lfl ~tfl!"~,,, ~ ~Y.
V 1. ~ ~ apt ~ eth ~.r~with~ll2" 5 cal 1 in, = T ft w Q il~ -
! _ spacer board, Aria
~ to ~ettin ean,crete
CONSTRUCTION DRAWINGS
000 5.i. MINOR ENTRANCE SIGN FOUR POST SheetTltle:
G SIGN ~ p WARNIN Canerete. Fill (5 1 /2"X5 1 /2" POSTS)
N TS
TRAILS SIGN
~f T )
i/D-8 MINOR, ENTRANCE SIGN TWO POST DETAILS
' TRAIL SIGNS (AS PROVIDED BY DURHAM PARKS AND RECREATION) Sheet Number
NTS bdiNo~ ~NrXArlcE Si~N< BASIC' CQN57KUCTION 56al~ tin: = 7 ft, - 0 in.
D-°

~
c.
w x
p z o"' IL°
C-! SIDEWALK TAPERS DOkAi Q .END W
M Z 5' RACK FROM DRIVE~IY. Q.`~ ~ CO O TI 0 DRIVEWAY PAVEMENT Z ~ ~ C) D M ~ BUILD THIS POR ON F M , 1 CONSTRUCTION G2O-2 1 CONSTRUCTION G20-2 ~
r "an ~ LD ONLY AT LOCATFONS Wt~N IREGT~. J a M m°z x'~ oa~xx
M D Q„" +n O~o n'~ *5'-0" WIDTH OF DRIVEWAY *5'-0" UJ Q ~ I4 S x-nDDm p.,V OC4 30 'f ~ ~ 30 't ~
2 =~lld0 F~~zLLt W
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1 z ~ ' ~ CONSTRUCTION G20-2 i +
RADIUS 3'-0" OA „ 50' MIN 50' MIN J ~OhJ ~ l~l~~
~'j AS SHOWN ON PLANS RADIUS 3 -0 OR 10 AS SHOWN ON PLANS ~a
i ~ I I °z GAA,43 GRASS • VARIABLE VARIABLE ~ ~~~U ~ ~ p U AREA ~
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~ ~ ' NOTE: MINIMUM OF 5 DEVICES a ~ case cuss ~ • ON. A 10:1 TAPER TO BE USED 120' BUFFER SPACE < ~~l~J~~~PA 120 BUFFER SPACE ~ a
~ a • IN TRANSITION z ,~g. LL
• ~ ~ ~ vM • 245' MERGE TAPER • 245' MERGE TAPER t7
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< m srAEEr PAVEMENT--'' Q ~ , PANEL PANEL W Durham, N.C. 277A1
x ~ w ~ (LEFT) ~ p 919.682A368
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~ "C D Q ~ ~ • 50' BUFFER ~ D'f o ~ 1 g ~ www.cjtpa.cam ~ N
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'0 C ~ VARIABLE SFE SHEET B" 2'-0 Q ~ x PLAN ~ ~ . NOTE: USE THIS TRAFFIC CONTROL FOR BOTH ~ Z p 2 OF 2 FOR DRIVEWAY GRADE } t~ > ~ ~ SIDES OF WOODCROFT PKWY TRAIL CONSTRUCTION
g DETAIL 4F DRIVEWAY M , ~ 200SFT, ~ Q o 200 Ft. °a z o i
O ~ 2" DEEP SAW CUT ~ 2" ~ ~ e ~ , . v~ Q , -I ~ r e:.; p. ..:..1 M D O 60 CLOSURE TAPER N ~ry~' ~ N N ~~0
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l PAVEMENT RADIUS 3'-0" OR AS N IGHT LANE N RIGHT LANE ~
SHDIN ON PLANS ~ i' N~THOD OF TIE IN DRIVEWAY TURNOUT 200 4 1 R CLOSED 1 CLOSED'
' I! WHEN EXISTING [XiIYEWAY PAVEMENT IS CON(XiETE, j LANE 0 600'FT. ~ ~ 0 600'FT.
S' SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN. GUILD THIS PORTION OF DRIVEWAY NARROWS SAW JOFNT PERPENDICUUW TO EDGE OF EXISTING PAVEMENT ON4Y AT LOCATIONS
DRIVEWAY PAVEI~NT. WHEN DFRECTED. j ° ~~0 ROAD j ~ ° ~ryo ROAD 1 CONSTRUCTIO i CONSTRUCTION
1,. SHEET 1 OF 2 ~CTION C-C SHEET t OF 2 200 ~y s4s. a2 sus. az ROAD XXX FT. XXX Ff. ~
~ CONSTRUCTION XXX FT. ~ry4~ ~tio
1 D-9 .200' o'
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NCDOT DR ~ CONSTRUGTIO Project:
NTS XXX FT.
do THIRD FORK
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l 3 D-9 ~ 3/D-~ CREEK TRAIL
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1 TSIDE LAN _ OU AY CD 7 OFT PARKW CR FOOD DE LANE. CLOSURE N.C. '751 OUTSIDE LANE CLOSURE RO~BORO ST.~CD-12)
NTS NTS N TS
PLANTING Du>snu~ Ot~Sr~ ~n Ta?ns
6'-0" ~1RFAGE SIDEWALK
6.. CURB m
" VERGE (GRASS STRIP) x 9 -4 VERGE {G STRIP} VARIES NORTH/SOUTH
VARIES ~ C i
~ VERGE (c S STRIP) TRAIL SYSTEM ~ VARIES DURHAM NC
EX. SIDEWALK ~ EX. SIDEWALK
EX. ASPHALT ROAD WIDTH VARIES WIDTH VARIES
PLANTING PARKING LOT EX. SIDEWALK WIDTH VARIES
6" CONCRETE i-•-8 SURFACE RETAINING COLLAR
2' MiN. TO PAINT LINE
1 1 C1.L_0 CJ_~i~ G C 6 X 6 DETECTABLE 1:12 SLOPE 0 4 C> I O W EX, STREET
o 0 0,0 o~c. EX. U1RB WARNING SIJRFAGE o a a t}io c OWNER:
PER NGDOT f~ ~ o : CITY OF DURHAM
TRUNCATED DOME ° ~ ti Q STRIP TO CONSIST ^ Q ~Qti 101 CITY HALL PLAZA
o o c n _c....~ ' ~ ~ ----_.!_...l.__.t GREATER THAN 4 DF PINE HALL BRICK o ~ ~ ~ ~ o DURHAM, NC 27701
'p TRUNCATED DOME ° ° u'' o 6" CONCRETE ATTN: BETH TIMSON
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STRIP TO CONSIST o o Q OF TRUNCATED DOMES. ~ OF SIDEWALK
OF PINE HALL. a" ° c c ~ o wG o MAINTAIN EXISTING GRADE o +7 A OF BRICK TRUNCATED o° a o o u oo~a rva o ALONG' BACK OF SIDEWALK o 0
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PAVERS. c o° o° ° a.' v ~ LOPE VARIES p 0 q I''v' G
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4 D 9 MINIMUM 4' 5" TOTS HALL BRICK TRUNCATED ~~TOTAL DEPTH EQUALS DOME RED-ADA ~'~2 ° a SERL ~ a
MEDIAN HANDICAP RAMA - ~ ~ ~ 6" I a . 6" PLUS DEPTH OF PAVERS. S~Op£ o ~ 27$92 °
NTS PEDESTRIAN CROSSING " TRA TRUNCATED DOME PEDESTRIAN CROSSING ;Nib ; F ,a~~ o TRAY PAINT STRIPES WIDTH oF}'~'~~jN~,~;o0°,~vq
PAINT STRIPES MAINTAIN 6 DF CDNC. DOME VARIES °°°`~°00eooooeoe9° tj,ooo
WIDTH VARIES BELOW TRUNCATED DOME BACK OF TRUNCATED °°o~ P , ~0°
- SECT) ' B-B TRAY BACK ~ siDEw~ SIDEWALK DOME TRAY o0 0000
l .L TRUNCATED DOME
TRUNCATED DOME TRUNCATED DDME CURB & GUTTER TRAY
CURB & GUTTER TRAY TRAY e4• 6" CONCRETE
< 6" CONCRETE CURB & GUTTER RETAINING COLLAR a ~ ~ RETAINING COLLAR
TOTAL DEPTH EQUALS p TOTAL DEPTH EQUALS MAINTAIN fi" OF ~ ~ ~ fi" PLUS DEPTH OF Job Number: 0831
,a' • , ~ 6" PLUS DEPTH OF " e • f CONC. BELOW 7" ,•,d.,.•.~' TRUNCATED ROME
7" . , a TRUNCATED DOME ~ ° ' TRAY I TRUNCATED TRAY
MAINTAIN 6" OF CDNC, MAINTAIN 6 OF CONC. DOME TRAY MAINTAIN 6" OF CONC. .Drawn WLR NLT, Ks, KH___,i OF CONC. ~ Checked DAJ EOS,TRK,SAB, KH SATED DOME BELOW TRUNCATED DOME
BELOW TRUNCATED DOME " BELOW TRUNCATED DOME 6" TRAY 6 TRAY SECTION C-C 6 TRAY Dale 10128105 CODRESUBMITTAl. Revisions 2115106 BID SET
SECTION A-A SECTI~~ A-A 3105!08 ISSUED FOR
SE TI A- CONSTRUCTION
DURHAM DURHAM DURHAM 8161fl9 BiDSET
SCALES DATE: el Curb Cut DATE: Double Curb Cut Ram Parall p P SEPT. 2007 NONE March, 2007 ~ Cut Ramp scAL~: DATr=: Single Curb Gut Ramp scAL>:: ~ Maintains ~ NONE March 2007 Eccentric From Mid Point Of Radius NONE
t Mid-Point of Radius Ramp Slo - Collar Mamtams Lora ed at l~
AIL N0, REVISED: CITY OF DURHAM, NORTH CAROIINf REVISED: CITY OF DURHAM, NORTH CAROLINA DET r;ORTN CAROLINA DETAIL NO. REVIBED: CITY OF DURHAM, NORTH CAROLINA DETAIL N0.
1 8 8 9 ~,¢,0 M e s a SEPT. 5, 2007 DEPARTMENT OF PUBLIC WORKS cm OFYEDlCE,E S' ~7 pEPARTMENT OF PUBLIC WORKS cm nF rEmciNE PUBLIC WORKS CG2.1 1 8 6 9 SEPT. 5, 2007 DEPARTMENT OF PUBLIC WORKS CC~3.1 CITY CF 46CICII~
CONSTRUCTION DRAWINGS
Sheet Ti6e:
MiI~IIrIO1rII~Y
HANDICAP
AND
ROADWAY
DETAILS
5/D-9 Sheet Number
' WHEELCHAIR RAMP AND EXISTING SIDEWALK
N TS D-9

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m z = ~ CABLE ASSEMBLY p 00 ~ ri -•1 D g„ OR B„ : ~ ~ , ~ O O ~ ~ ~ ~ " t Od NAILS qqC N Gi 0 -I LL - • ' ~ LL . _ - W . . ~ STEEL 9 ? ~ i LU Q ~ m z s Way'zy„z ~O~npj ~GUAADRAIL £ND DELINEATION IS REQUIRED DN ALL APPADACH AND TRAILING ~2 ~
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z END SECTION ASSEMBLY PLAN Q
BUTTON HEAD 12 PAY LIMITS tO1~°' SEf NOTE 'A' BOLT lO" LONG rr E NOTE `A' J 0 0 a
THRU RAIL AND BUTTON HEAD BOLT (10 BE a 'W' BEAM 0
POST WLTN NUT , „ LONG THRU RAIL AND SEE NOTE 'A' 9EE NOTE 'A' 1Gd COMMON NAiI 7 AHD STD. WASHER T - PLATE " " POSY WITH NUT AND Z 111 West Main Street
t 0 ANCHQR W BEAM STD: WASHER i i i ~ L7 l/ - A ASSEIlBt.Y _ ~ x - C rn END SECTION~fER ~ 0 CDYEREENTIAEYSUAFACEEING a ° w Durham, N.C. 27701
m ARIL ~ _ ~ m SEE - i i SEE SEE i \ ~ ~ ~ Z :O; ._._.~o---; C? o C O NOTE B I/ NOTE B NOTE B \ ' SEE \ \ a ~ O O . _ U. Fi Dr t' NOTES ~ ~ N O O ~ Gi SHEETTIKi~DE XIS') ~ ~ W z p 919.682A368
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~ ~ GAD. LEVEL •f1 - rn ~ p ~ o ~ n 'WS' STEEL P08T WITH S" W000 POST WITH Z = 07J SOIL PLATE ~ ~ ,Z' ~ ROUBLE FACE GUARDRAIL ROUTED OFFSET BLOCK WOOD OFFSET BLOCK UJ W ~ Q ~ ~ ~ ~
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B • DIA• BUTTON FA:AD BOLT 7Yg"(B" LONG WITH NUT FOA BOLTING B"/S" ROUTED OFFSET BLOCK TO STEEL POSTS OR i DIA, BUTTON fKiAD BOLT 18" LONG WITH STD. WASHER UNDER NUT FOR BOLTING TO WOOD P09TS (t REq. PER LOCATION)
END SECTION ASSEMBLY -ELEVATION C -FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER. SHEET i OF 7 $NEEi 1 OF 7 8NEET 3 OF 7 SHEET 1 OF 1 SHEET 1 OF 1 SHEET 3 OF 7 2pA , 01
} ICAL GUARDRAIL D GU DRAIL P ST ALTERNATIVES SHEET; 862 02 TY~ ~ A~-_-- O 862 862.02 C.A.T.-i SYSTEM 862.02 s62~. oa 1262.01 VL
Project:
THIRD FORK
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D D - - NORMAL DiTCN SLOPE z ~ rr ~ D D n 2 ~-i ~'H j'H SECTION D~D SECTION C C F-M 4 H
Na r ~ wQ Via C r wQ z FILL SECTION CUT SECTION a z o ~ W D ~ ~ ~ ~ DIR. ( a ~1 ~3'~ S'I HOLESIA, iy~ ~ ~ p ~ - ~ ,
D GU ARIL OR UNIT YPE 350 0: TAPER I ~ ~ ' SOIL PLATE P~ -
"N"= DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL WHERE GllARDRAIL IS PARALLEL TO LANE. 1 fT. OFFSET FROM ~ ~ L4" THIIX( PLATE
p FACE OF GUARDRAIL @ TERMINAL ~ ~ ~ ~ !I WOOD OFFSET BLOCK ~ m w ~I1 (FOR vKwo PasTSI ! "
D M ~ AB AND GUTTER ~ F- SOIL PLATE ~
WARRANT POINT ~ ~ m 2'-8' Cu O ~ C7 ; ' l;l, - - OWNER:
~ LENGTH OF NEED '•O" N, ~ M Lzi ~-?D ROADWAY I-?-C ~ ~ O G~ Z r C r GUAfl L AT FACE OF CURB O~ u°. H o c ~ ' ~ J/ ~ ~I I ~i~ i ~ c CITY OF DURHAM 21"e"x~° ~I 7 a "DTA~
D N P LIMIT G IT TYPE 35 25'-0" ~ W a ~ ~ z W N ~ M ~ >n ~ r+ I sLOT I ; / J/ ~ ~ N~=-~- HoLES ~ c~ 101 CITY HALL PLAZA ~ g m O s i~ /I/ DTA. ,2~°~ D„'~ 11 M ~ DURHAM, NC 27701
50:iTAPER ~W mGx gW~ b ssjj ~ ;AVL( - "(N.I GUAROAAILANCNOAUNITTERMINAL I>:yU v ~ ~ ~ \ ~ ~ ~n. - ~ PL9N ~ 4 ATTN: BETH TIMSON
p ~ as ~~v oQ • J i- ~ Z SHOULDER LINE 2 -O _ Z H z 2' i2' ° ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a II ° ~ PARKS & RECREATION DEPT
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~ D EDGE OF LANE 2 ~ 4 PAYED SHOULDER W ~ ~ ~ ~ 5L~ O ~ d m H 10' PAYED SHOULDER z ~ D7 ~ FStiL x ¢
m z M Q y m z sECTION c-c ~ q~ ~ +7 TRAFFIC ~ ~ z Z g ~ ~ r 4 ~ a z STANDARD. SHORT WOOD ~ II uzi G ~ i ~I ~ a~ ~ ~ H N ~ LINE POST BREAKAWAY POST r 8"-.~ ~ i/~ / I ~ 4
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ROADWAY SHEET ti pF it EET 4 OF 7 SHEET 4 OF 7
EEf 5 OFit SHEET 5 OFtf MEET 110E 1t DRAiL 12' OFF ET FR FACE OF CURB C sHEET it of i 862.01 1 852.01 852.01 852.0 862.01 862.02 SYSTEM PARTS 862.02 °°°°°°oo CAR °0B°o
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GUARDRAIL
NCDOT DETAIL 882.02
GUARDRAIL ANCHOR UNIT TERMINAL
2, a,
Job Number: 0891
10' WIDE SIDEWALK EXISTING CURB AND GUTTER 2,rc Drawn WLR NLT KB . Checked DAJ,EOS~TRK,SAB
U7'SjOp Date 1W28l05 COD RESUBMITTAL
Revisions 2f95106 BID SET
Gp6 ROADWAY 1~4~~51- 3105108 ISSUED FOR CONSTRUCTION
a 6'!;15109 BID SET
' GUARpRAIL PLACEMENT CONSTRUCTION DRAWINGS
Sheet Titfe:
GUARDRAIL
DETAILS
1/D-10
NC DOT GUARDRAIL DETAIL Sheet Number
N TS
D-10