SD 2020-02 Construction Drawings Fay Street - Durham, NC

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CONSTRUCTION DRAWINGS

FAY STREET BIORETENTION FACILITY

DURHAM COUNTY

REVISIONS DATE BY

DEVELOPED FOR=

CITY OF DURHAM DURHAM, NORTH CAROLINA

PREPARED FOR: CITY OF DURHAM

PROJECT

LOCATION

DEPARTMENT OF PUBLIC WORKS STORMWA TER AND GIS SERVICES 101 CITY HALL PLAZA DURHAM, NC 27701

PROJECT

SITE

VICINITY MAP LOCATION MAP

imley>>>H rn© 2018 KIMLEY-HORN AND ASSOCIATES, INC.

421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 PHONE: 919-677-2000 FAX: 919-677-2050

WWW.KIMLEY-HORN.COM NC LICENSE #F-0102

KHA PROJECT 011494095

DATE 03/29/2019

SCALE AS SHOWN

DESIGNED BY JLM

DRAWN BY JIK

CHECKED BY DURHAM

FAY STREET BIORETENTION FACILITY

PREPARED FOR

CITY OF DURHAM NC

Know what's below. Call before you dig.

CLIENT:

OWNER:

PROJECT CONTACTS

CITY OF DURHAM 101 CITY HALL PLAZA STE. 3100 DURHAM, NORTH CAROLINA 27701 PHONE: (919) 560-4326 ATTN.: LANCE FONTAINE, Ph.D.

CITY OF DURHAM PROPERTY AND FACILITIES MANAGEMENT 101 CITY HALL PLAZA DURHAM, NC 27701 PHONE: (919) 560-4137

ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE ST., STE. 600 RALEIGH, NORTH CAROLINA 27601 PHONE: (919) 677-2000 FAX: (919) 677-2050 ATTN.: JENNIFER L. MURPHY, P.E.

SURVEYOR: CH ENGINEERING, PLLC

SHEET NO.

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3220 GLEN ROYAL ROAD RALEIGH, NC 27612 PHONE: (919) 788-0224

SHEET INDEX

DESCRIPTION

TITLE SHEET

EXISTING CONDITIONS AND DEMO PLANS

PROPOSED GRADING

PIPE LAYOUT

PIPE PROFILES

06 - 07 DETAILS

08 EROSION CONTROL PLAN

09 LANDSCAPE PLAN

TITLE SHEET

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Kimley>>> Horn © 2018 KIMLEY-HORN AND ASSOCIATES, INC.

421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 PHONE: 919-677-2000 FAX: 919-677-2050



DATE 03/29/2019

SCALE AS SHOWN

DESIGNED BY JLM

DRAWN BY JIK

CHECKED BY DURHAM

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SURVEY CONTROL POINT GPS CONTROL POINT BENCH MARK PROPERTY CORNER FOUND COMPUTED POINT UTILITY POLE LIGHT POLE FIBER OPTIC HAND HOLE TELEPHONE PEDESTAL FIRE HYDRANT SANITARY MANHOLE WATER MANHOLE SPOT ELEVATION SIGN BOLLARD MAIL BOX GAS PUMP

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RIGHT-OF-WAY BOUNDARY LINE ADJOINER BOUNDARY LINE UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE UNDERGROUND GAS UNDERGROUND WATER UNDERGROUND SANITARY SEWER UNDERGROUND STORM CL DITCH OR CREEK MINOR COUNTOUR MAJOR CONTOUR

GRAPHIC SCALE IN FEET 0 10 20 40

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PROPOSED PVC PIPE

PROPOSED DRY CONDUIT AND HAND HOLE WITH LID

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111111111111111111111111 PROPOSED CURB AND GUTTER REPLACEMENT

!,· ··· ·.:-t ''"', •I PROPOSED SIDEWALK REPLACEMENT

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PROPOSED CHAIN LINK FENCE GATE, SEE DETAIL FINAL GATE LOCATION MUST BE

CONFIRMED WITH OWNER BEFORE INSTALLATION.

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INSTALL IMPERMEABLE BIORETENTION LINER ALONG BIORETENTION CELL WALL

AS SHOWN AND TO ELEVATION 346.0'. SEE BIORETENTION PROFILE

AND SPECIFICATIONS.

PRETREATMENT: 2' x 3'L x 3.5' CLASS A STONE 12" MIN.

THICKNESS WITH 3-5' SOD

REMOVE 139 LF OF 6' CHAIN LINK FENCE AND REPLACE 198 LF OF 6'

CHAIN LINK FENCE TO 2' BEHIND EXISTING BACK OF CURB. FENCE TO

MATCH ADJACENT EXISTING FENCE.

SAWCUT, REMOVE AND REPLACE 20 LF OF 2' -6" CURB AND GUTTER.

SEE CITY OF DURHAM STANDARD DETAIL 402.01 AND IN-KIND WITH OBSERVED EXISTING

CURB AND GUTTER.

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0 No. REVISIONS DATE BY

421


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imley>>> Horn © 2018 KIMLEY-HORN AND ASSOCIATES, INC.

FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601

PHONE: 919-677-2000 FAX: 919-677-2050

WWW.KIM LEY-HORN.COM

NC LICENSE #F-0102

KHA PROJECT

011494095 DATE

03/29/2019

SCALE AS SHOWN

DESIGNED BY JLM

DRAWN BY JIK

CHECKED BY DURHAM

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GENERAL NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MA TE RIAL, FREE OF PESTS AND DISEASE.2. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER OR OWNER BEFORE, DURING, AND AFTER

INSTALLATION. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND

UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFOREPRICING THE WORK.

5, CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS.

6. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING,SPRAYING, MULCHING, FERTILIZING. ETC.) ALL OF THE PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE OR CERTIFICATE OF OCCUPANCY IS ACHIEVED, WHICHEVER IS LAST.

7. THE CONTRACTOR SHALL GUARANTEE A MINIMUM 80% SURVIVABILITY OF ALL PLANT MATERIAL FOR A PERIODDEFINED AS ONE YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE.

8. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE WARRANTYPERIOD.

9. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THEWORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING All PLANT LIST SPECIFICATIONS.

10.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" (MOST CURRENT EDITION) REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL,

11.LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD.

12.ALL DISTURBED AREAS SHALL BE SEEDED WITH TEMPORARY AND/OR PERMANENT SEEDING AS SHOWN IN THESPECIFICATIONS AND PLANTING NOTES AND DETAILS.

13.NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER.

SOIL PREPARATION 1. TOPSOIL SHALL BE APPLIED TO PLANTING ZONES OUTSIDE OF BIORETENTION SOIL MEDIA AREA AND IS TO BE

APPLIED TO MEET FINAL GRADES AS SHOWN ON PLANS, INCLUDING AREAS SPECIFIED FOR SOD. 2. PLANTING SHALL TAKE PLACE IMMEDIATELY FOLLOWING DELIVERY TO THE PROJECT SITE. ALL PLANTS WITH

BARE ROOTS, IF NOT PROMPTLY PLANTED, SHALL BE HEELED IN CONSTANTLY MOIST SOIL OR SAWDUST IN AN ACCEPTABLE MANNER CORRESPONDING TO GENERALLY ACCEPTED HORTICULTURAL PRACTICES.

3. WHILE PLANTS WITH BARE ROOTS ARE BEING TRANSPORTED TO AND FROM HEELING-IN BEDS, OR AFTERBEING DISTRIBUTED IN PLANTING BEDS, OR ARE AWAITING PLANTING AFTER DISTRIBUTION, THE CONTRACTORSHALL PROTECT THE PLANTS FROM DRYING OUT BY MEANS OF WET CANVAS, BURLAP, OR STRAW, OR BYOTHER MEANS ACCEPTABLE TO THE ENGINEER AND APPROPRIATE TO THE WEATHER CONDITIONS AND THELENGTH OF TIME THE ROOTS WILL REMAIN OUT OF THE GROUND,

INSTALLATION 4, SOIL IN THE AREA OF SHRUB PLANTING SHALL BE LOOSENED TO A DEPTH OF AT LEAST 5 INCHES. 5. BARE ROOT VEGETATION MAY BE PLANTED IN A HOLE MADE BY A MATTOCK OR BY OTHER MEANS APPROVED

BY THE ENGINEER.6. SOIL SHALL BE REPLACED AROUND THE TRANSPLANTED VEGETATION AND TAMPED AROUND THE SHRUB OR

TREE FIRMLY TO ELIMINATE AIR POCKETS.

EMBANKMENT REQUIREMENTS THE FOLLOWING EMBANKMENT SPECIFICATIONS APPLY TO ALL STORMWATER CONTROL MEASURES (SCMS), TEMPORARY OR PERMANENT, WITH EMBANKMENTS THAT ARE DESIGNED TO HOLD WATER, EVEN IF THE EMBANKMENT IS DESIGNED TO HOLD WATER ONLY DURING A STORM EVENT.

EMBANKMENT FILL MATERIALS THE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CONSTRUCT EMBANKMENTS:

1. BORROW MATERIAL SHALL BE CLASSIFIED AS SOIL CLASSIFICATION GROUP GW, GP, GM, GC, SW, SP, SM, SC,ML, MH, AND CL ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS. PROVIDED THE Pl IS 25PERCENT LESS FOR MH,

2. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT (LL) BETWEEN 40 AND 60 AND A PLASTICITY INDEX (Pl)BETWEEN 15 AND 30 (ASTM 04318), PROVIDED THE Pl IS 25 PERCENT LESS FOR MH. MATERIALS SHALL BE FREEOF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH, WOODY VEGETATION, ROCKS LARGER THAN 4INCHES, SUBSOIL, DEBRIS, VEGETATION, AND OTHER FOREIGN MATTER .

3, ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS AND/OR DISCS TO PROVIDE A HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER.

EMBANKMENT (TEMPORARY OR PERMANENT) CONSTRUCTION THE FOLLOWING SHALL APPLY TO CONSTRUCTION OF AN EMBANKMENT: A SUBGRADE PREPARATION:

1. AREA UNDER EMBANKMENTS SHALL BE UNDERCUT, CLEANED, GRUBBED AND STRIPPED OF ANYUNSATISFACTORY MATERIAL, VEGETATION, OR ROOT MAT TO A DEPTH OF AT LEAST 1 FOOT, UNLESSOTHERWISE DIRECTED BY OWNER TO UNDERCUT FURTHER TO REACH RESIDUAL MATERIAL DELAY CLEARINGTHE SOIL MEDIA AREA UNTIL THE DAM IS COMPLETE AND THEN REMOVE BRUSH, TREES, AND OTHEROBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT CLEANOUT.

2. COMPACT SOIL TO NOT LESS THAN 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT WITHINFINAL 2 FEET OF PAVEMENT AREAS WHERE THIS REQUIREMENT SHOULD BE INCREASED TO 100% OF THESTANDARD PROCTOR MAXIMUM.

3. SCARIFY SUBGRADE SURFACE TO DEPTH OF 6 INCHES.4. PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR GREATER

THAN REQUIREMENTS FOR SUBSEQUENT FILL MATERIAL. 5. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIALS, INCLUDING UNSATISFACTORY SOIL, TRASH,

AND DEBRIS, AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. STOCKPILE ALL TOPSOIL OR SOILCONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATEVEGETATIVE ESTABLISHMENT .



CITY OF DURHAM NC

B. EARTHEN DAM SPECIFICATIONS:

1. A MAXIMUM SLOPE OF 3H:1V, UNLESS OTHERWISE NOTED, SHALL BE USED ON THE EMBANKMENTS TOALLOW MAINTENANCE EQUIPMENT AND TO MAINTAIN GROUND COVER.

2, TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED OR HYDROSEEDED.

3. A GRASS SURFACE IS REQUIRED TO PREVENT EROSION AND RUTTING. IF VEGETATION IS USED TOSTABILIZE THE EMBANKMENT, PROPER MAINTENANCE, INCLUDING MOWING, FERTILIZING, ANDRESEEDING BARE-SPOTS, IS REQUIRED TO PREVENT EROSION,

4. WHERE FILL IS REQUIRED TO RAISE THE EXISTING GRADES OF THE SITE TO THE NEW SUBGRADEELEVATIONS INDICATED, SUCH FILL SHALL BE OF EARTH, PLACED COMPACTED AS SPECIFIEO.ON-SITE OR OFF-SITE BORROW MATERIAL SHALL BE APPROVED BY THE INDEPENDENT TESTINGLAB ORA TORY'S GEOTECHNICAL ENGINEER PRIOR TO BEING PLACED ON PROPOSED FILL AREA.

5. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILLMATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTERCONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 4-INCH (IN ANYDIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION .

6. THE SURFACE OF THE GROUND AND MOISTURE CONTENT OF THE LOOSENED MATERIAL SHALL BESUCH THAT IT WILL READILY BOND WITH THE FIRST LAYER OF FILL MATERIAL.

7, CONTROLLED FILL IN THE EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 98% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MDI ST URE CONTENT OF + OR - THREE PERCENT AGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM 0698.

8, ANY FILL LAYER THAT IS SMOOT!, DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.

9. FILL ADJACENT TO THE OUTLET STRUCTURE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAMELEVEL ON BOTH SIDES OF THE STRUCTURE,

10.EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BYMEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS ORMINIATURE SELF-PROPELLED ROLLERS.

11.SURFACE WATER SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THEPLACEMENT OF CONTROLLED FILL

12.AT THE END OF EACH DAYS ACTIVITIES, CONTRACTOR SHALL SEAL SURFACE OF NEW FILL BY USE OFA SMOOTH WHEEL ROLLER AND PROVIDE POSITIVE DRAINAGE OFF OF NEW FILL SURFACE.

13.FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURECONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIEDREQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRYING SOILS TOO WET TO ACHIEVE COMPACTIONOR STABILITY. SOILS SHALL NOT BE CONSIDERED UNSUITABLE SOLELY DUE TO MOISTURE CONTENT,

15.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS INADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF A GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.

16,COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED. 17. TESTS OF THE DEGREE(%) OF COMPACTION OF THE PLACED FILL IN THE DAM SHALL BE PERFORMED

AS A PART OF THE CONTRACTOR'S NORMAL QUALITY CONTROL PROGRAM FOR THE CONSTRUCTIONOF THE EMBANKMENT. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATION OF THECOMPACTED FILL, AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THEEMBANKMENT SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTSINDICATE THAT THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED, THE PORTIONSOF THE EMBANKMENT REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALLPORTIONS OF THE EMBANKMENT SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION.

SHEET NUMBER

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Kimley>>>H rn© 2018 KIMLEY-HORN AND ASSOCIATES, INC.

421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601

PHONE: 919-677-2000 FAX: 919-677-2050

WWW.KIMLEY-HORN.COM

NC LICENSE #F-0102

KHA PROJECT

011494095 DATE

03/29/2019 SCALE AS SHOWN

DESIGNED BY JLM

DRAWN BY JIK

CHECKED BY DURHAM

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----·,---- EXISTING MAJOR CONTOUR

---- ---- EXISTING MINOR CONTOUR

__ ,.. ___ PROPOSED MAJOR CONTOUR

__ .,.__ PROPOSED MINOR CONTOUR

- - - - PROPOSED PVC PIPE

1. FOR PIPE PROFILES, MATERIALS, SIZE, AND LENGTH, SEE PIPEPROFILE SHEET.

2. ALL PROPOSED GRATES (GRATES 1-4) TO BE NEENAH BRIDGESCUPPER R-3948-A OR APPROVED EQUIVALENT. CONNECT INLETSTO 6" SCHEDULE 40 PVC PIPE WITH 6" SCHEDULE 40 PVCFITTINGS (TYP).

3. FOR DRY CONDUIT, INSTALL 18-GAUGE COPPER WIRE TO ASSIST INLOCATING CONDUIT AND FUTURE FIBER OR OTHER WIREINSTALLATION. INSTALL CAPS ON BOTH ENDS INSIDE HAND HOLEBOX.

4. SEE DETAIL SHEET 06 FOR BIORETENTION AND UNDERDRAINDETAILS.

PIPE LAYOUT

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14u:0:'Pi- f , •• p

6 0 '·40% ,.,. q,

l ; . .I j

i ' '

358. i

·····-·�···· ..... ; ...

'� ! , �--.J

��· i '

--1 . . .... �� .j -- ·····

AP�ROXIMATE LOCATIOI,!:�EXISTING 24" RCP i NOT TO BE 0IS1UR8ED. ___ __,'""'-l

CONTRACTOR TO CONFIRM LOCATION 352

STA: 10+71.6 - - ,._ -·--,., ... f ____ ------- -·----ELEV;,_. 3�2�9- ..

350

10+00

Doloils Provided_ by APP(AN C◊nsultin9 Engineers - www.opplanengineers.com

SOLVENT WELD CAP----;.,;;;,-'1:-'f"· ";1}1_,

:;:-::'.G '}l

4'.' SCH 40 PVC RJSER PIPE (LENGTH VARIES) ___ ._.

SCH 40 PVC 4$"

BEND (MxF)----�-y-<\A FEMALE END OF BEND ---"-\'• J<'

4" SCH 40 PVC PIPE (LENGTH VARIES)----�---�,.

SOLVENT WELD CAP-c---f.4f

4" SCH 40 PVC PIP£----..:,..<!'.

4'' '$CH 40 PVC P!PE -

PROVIDE TRANSWON GASKE1' /FnTING AS NECESSARY-�----(,,-,...,) 4S" ALONG V£RllCAL AXIS---�

BEDDING SEE

��

: s

"'<. b04:= - I ;,.,

ro r,.,,,&.r<o6 1r

"'<""-1> .'%, 4(. "'�, '> '-1:) 'I' -'l\li!ll>l'i

. ,..Cl;,

01 45• MJ IN-LINE WYE

6)

BEDDING PER Qlli[l 731 Q1 -�

PRO. DIP MAIN

APPLICATION-

BEDDING SEE DETAU 7�

360

· 356

··\ PIP£-OJ 1 11 LF.ora•�-: , ...... 0.87%

352

350

4" SCK 40 PVC PIPE

SCH 40 PVC 1/8 BEND

APPROVED 45• WYE FITTING WITH GASKET.& 1/4" UP ONLY

PRO. PVC MAIN

APPLICATION

BEDDJNG _SEE DE'.TAH 731 01

Dept of water Managtmont 1600 Mist Lake: 01". City of Durham, NC Valeo (1119} 560-4381

www.durhamnc.f:!O-v Dorham, NcC. 21704 USE WITH THE STANOARD SPECl.FlCATIONS ONLY

STANDARD SEWER MAIN LATERAL STUB OUT

REVISIONS

$CALE: PETA.IL# NotTo Scale 2 733.01

REVISION OA'iEi StlEET If. Feb., 201-7 _i_ e _2_

'SEE NOTES

DATE BY

364 364

360; 360

APPROXIMATE LOCA llON OF EXISTING 18" RCP NOT TO BE DISTIJRBEO.

CONTRACTOR TO CONFIRM LOCATION STA: 20+07.6

ELEV: 355.9 356

354.

20+00 354

APROXIMA TE LOCATION OF EXISTING 18" RCP NOT TO BE DISTIJRBEO.

CONTRACTOR TO CONFIRM LOCATION STA: 30+05.1

ELEV: 348.3

DetoilS Provided by APPIAN_ C()r1suttin9 Ef\gineers - www.opptcr1engi11eers.com

NOTES:

4� SCH 40 F:VC PIPE -----i

APPROVED 45• PVC---� SADDLE WY£ (SDR 35)

45' ALONG VERTICAL AXIS�-� STAINLESS STEEL BANOS

BEDDING SEE DPAfl 7.31.01

4" SCH 4-0 PVC P!P'E

PROVIDE TRANSITION GASKET/FITTING AS NECESSARY-----1'.:-.J 45" ALONG VERTICAL AXlS BEDDING SEE DETAIi 731,ot

½ /

EX. PVC. MAIN

APPLICATION

SS· REPAIR COUPUNG

'------OIUCTILE IRON PIPE

'----�---DI 45' MJ IN-UNE WYE

EX. DIP MAIN

APPLICATION

1. The full length of the service 1.rench shall .be compacted in 6" layers with mechanicaltamp.

2. Solvent cement for pvc pipe and fittings lo be ASTM D-25643. PVC wye, bend, lateral, & clean�out assembly must be b .edded in #57 stone. Bedding ond

handling of service pipe mus! comply with Class B bedding (See bedding detail for gravitymains.)

4, Initial inslallafion py City or developer shall be lo a polnl within 5' or less of exisling ground.

5. See <letail 733.02 for lnslallotion requirements required by plumber,6. SIX inch service$ shoJI connect to manhofes; not ·to _main. See detgrt- 7.33.05.

O&pt of_Water Management 1600MtstLakoDr. Durham, N.c. 2n04

City of Durham, NC us.e -W!TH 1H:E STANOAAO SPECIFICATIONS ONLY

STANDARD SEWER MAIN LATERAL STUB OUT

www.dufbamne,sov SCALE: OETAIL#

No!ToScate ,2733.01 REVISlON !)Am SHl::ET #·

Fe{.l., 2017 2.... <>1 .2....

•SEE NOTES

R-3948-A360 360 Bridge Scupper, Bolted Grate

358 I

358

Heavy Duty

CATALOG NUMBER

R-3948-A

GRATE TYPE

C

so. FT.

OPEN

1.l

WEIR PERIMETER

LINEAL FEET

5.1

3 112� 23"-----

3/4-" ,a�---+

j" �,¥-,---r

124

�-,--------+--H+-....cJL----��-,1+-ii--:rU :2," � 11112�--,,.,_ 1-1 f12·� 231--4�

!1-0!A HOLES iTYP.)

a 112• - -rs rn�� -t- i51J.2� __ .,

7•

NEENAH FOUNDRY BRIDGE SCUPPER R-3948-A OR APPROVED EQUIVALENT . 3152

4

2

1

348 . 348 30+00


1 1 I 1 HORIZONTAL

EASEMENT

SEE 31 23 17 TABLE FOR MlNfMUM- CQMPACTION UM!TS--c-,;~

" '" "' .,, _..; ,;, "' .,,� "' ... ,j, -;, "' ,_ .,, y _.,. ! ' V V V o/ '>° <'-' �' <><_ '<'

7 - - T[!TTF�Tp,--'i!fr! iffi1 R "'::di•· ,�11

ww

COMMON EARTH BACKFILL !fl! 12·• UFTSf QUTSIOE OF STREET >;c;l R/W (TABLE 4 OF 1

,;-1 31 23 17) L 1r OF (SELECT)INITIAL EART!i '� ��!BACKFILL C�""i'S '<..'--�)}5j-(6" UFTS MAX) �--rvf!Zl��":Et: " '%.�;;.

TOP .OF PIPE STONE BACKPILL 2"-3" ABOVE TOP OF PIPE (TRAFFIC &. NON�TRAFFIC AREAS)

HAUNCHING TO SPRINOUNE -------1

NOTES:

CLEAN COARSE AGGR£GA TE- No. 57 FOR BEDOINO. HAVNCHINO. & BACKFILL (TRAFFIC AND NON-TRAFF!C AREAS)

1-. foundation s.tone shol_l be required ·when soil co·n"ditions are unsuitable. 2. An additional 1 inch depth of bedding material will be required for

each additional 2 le.et of trench depth In excess of 16 feet up to omaximum of l2 inches ..

3. See specilicafions 31 23 17 section 3. 12 bedding requirements asbedding depth relates to pipe material.

4. See Detail C01.01 where trench roc.k is encountered for requiredclearances. Increase depth at botfom relates to bury. (Note 2 above)

Dept. ofWa�r ManajJementfS,00 Mist Lake Dr. 01.1rh11m, N,-0. 271Ci4

City of Durham, N,C l)SE WITH THE STANDARD 1:>FECIFICATIONS ONLY www.durhafflrn::.�

SCAtE, OETA1L fi. SANITARY SEWER LINE TRENCH

(TRAFFIC AND NON-TRAFFIC AREAS) NotToSoaJe ;,73-1.01

REVIS!ONOATE·, $HF$.°C�

Feb.,201r _!_ of _1_

*SEE NOTES

NOTES: DETAIL 733.01 IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY FOR SPECIFICATIONS FOR PVC CONNECTIONS. REFER TO PIPE PROFILES AND PLAN SHEETS FOR PIPE DEPTH. IGNORE NOTES REGARDING PIPE SIZE.

DETAIL 731.01 PROVIDES DETAIL FOR DRY CONDUIT. REFER TO PLAN SHEETS FOR PIPE DEPTH.

imley>>>H rnKHA PROJECT 011494095

DATE 03/29/2019


FACILITY

,,,,u1111,,,,,,,

......... ':,, \\ CA Ro 11,,

, .. A'- ••••••• � ;:,(;' .. • • " rv�t:i!'"' • . -. -. -

PIPE PROFILES 421

© 2018 KIMLEY-HORN AND ASSOCIATES, INC. FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601

PHONE: 919-677-2000 FAX: 919-677-2050

WWW.KIMLEY-HORN.COM NC LICENSE #F -0102

SCALE AS SHOWN

DESIGNED BY JLM

DRAWN BY JIK

CHECKED BY DURHAM

PREPARED FOR

CITY OF DURHAM NC

. --

,,, ,. ,,,''01111111'

�(2.ff/f\

SHEET NUMBER

05

.2

C

LENGTH VARIES SEE PLANS

SEE PLANTING PLAN

0 0 0 0 0

6" SCHEDULE 40 PVC PIPE WITH3/8" PERFORATIONS @ 6" ON CENTER ( 4 HOLES PER ROW), TYP.

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 0 0

SEE PIPE LAYOUT SHEET FORLOCATION OF CLEANOUTS AND

UNDERDRAIN PIPE

�� .,,,.--_ EXISTING GRADE

�� r SIDE SLOPES (TYP)

;.._ � �/', 3 MIN. 71

TYPICAL PLAN VIEW NOT TO SCALE

SEE GRADING PLAN FOR PRETREATMENT

TEMPORARY POOL ELEVATION

BIORETENTION SURF ACE

SHAPE OF BIORETENTION AREA MAY BE IRREGULAR

0 0 0 0 O 0 0 0 0

CLEAN OUT, TYP.

UNOERDRAIN LAYOUT VARIES.SEE PLANS.

INFLow P/P£ 2' MIN.

6" SCREW CAP CLEANOUT WITHCONCRETE COLLAR, (TYP). FLUSH WITH

BIORETENTION SURFACE ELEVATION.SEE DETAIL THIS SHEET.

LENGTH VARIES SEE PLANS

SECTION e�e NOT TO SCALE

OUTLET STRUCTIURE VARIES SEEPLANS.

B

NOTES:

NO SUBSURFACE INFORMATION IS MADE AVAILABLE TO THE CONTRACTOR. IF CONTRACTOR ENCOUNTERS GROUNDWATER WITHIN ELEVATIONS OF THE PROPOSED BIORETENTION AREA DURING CONSTRUCTION, WORK SHOULD BE STOPPED AND OWNERCONTACTED TO DEVELOP DESIGN CHANGES TO ACCOMMODATE GROUNDWATER.

UNDERDRAIN TO BE 6" SCHEDULE 40 PVC CORRUGATED PLASTIC PIPE WITH 3/8" PERF. @ 6" O.C., 4 HOLES PER ROW; 1% SLOPE MINIMUM, MINIMUM OF 3" OF GRAVELOVER PIPES; GRAVEL NOT NECESSARY UNDER PIPES.

UNOERDRAIN PIPES AND CLEAN OUTS SHOULD BE LOCATED IN THE QUANTITY ANDELEVATION FOUND ON THE PLANS .

EXPOSED CLEANOUT CAP AND CONNECTORS TO BE CONSTRUCTED OF WHITE UVRESISTANT PVC MATERIAL.

FILTRATION BASIN CONSTRUCTION SEQUENCE: 1. CONSTRUCT EROSION CONTROL MEASURES.

2. MAINTAIN EXISTING SYSTEM AS NECESSARY UNTIL BIORETENTION MEDIA INSTALLATION IS COMPLETE. USE TEMPORARY BYPASS CONVEYANCE AS NECESSARY. (INTENTION IS TO BYPASS FLOW AROUND BIORETENTION AREA UNTILTHE AREA IS STABLE)

3. ENSURE SITE IS PROPERLY STABILIZED WITH A GOOD STANO OF ESTABLISHED VEGETATION BEFORE PROCEEDING. ALL SLOPES DRAINING TO THE BIORETENTION AREA SHOULD HAVE ESTABLISHED AT LEAST 90% VEGETATED COVERAGE, AND BEAPPROVED BY THE ENGINEER.

4. EXCAVATE AS NECESSARY TO INSTALL FOREBAY, RIP RAP, UNDERDRAIN SYSTEM,AND BIORETENTION MEDIA AFTER COMPLETING UNDERDRAIN SYSTEM PER THE DETAILS ON THIS SHEET.

5. AFTER THE BIORETENTION AREA HAS REACHED FINAL GRADE, ALLOW FLOW INTOBASIN.

OUTLET STRUCTIURE, SEE DETAIL r BIORETENTION MEDIA

,'.\ '-JL_---"-.� WATER TIGHTCONNECTION

6" SCH 40 PVC (NON-PERFORATED)

36" (SEE NOTES THIS SHEET)

J_ � WASHED ASTM C-33 SANDWASHED #8 OR #89 STONE WASHED #57 STONE

4"

SECTION A-A NOT TO SCALE

6" SCH 40 PVCUNDERDRAIN

DETAIL 1: TYPICAL BIORETENTION AREA 01

OTHER

A

37-5/8"

CONCRETECOLLAR

I ILOGOI =

ORANGE HOPECOMMUNICATIONS

CONDUIT, TYP

1 /2" X 4" PULL SLOTWITH 1/4" DIA SST

CENTER PIN, TYP OF 2

NOTES: 1. LOGO ON HANDHOLE LID SHALL READ: "COD

COMMUNICATIONS"

TYPICAL PLAN VIEW NOT TO SCALE

2. CONDUIT SHALL BE 1-1/4" SOR 11 HOPE CONDUIT WITH1250# PULL TAPE, UNLESS OTHERWISE SHOWN ON DRAWINGS.

3. ALL OPEN ENDS OF CONDUIT SHALL BE SECURELY PLUGGEDWITH PLUGS DESIGNED FOR THE INTENDED USE.

I!![]!CJ

• A- <I ,4

...,

•

8" MINTYP

•

SKID-RESISTANT SURFACE

A

I #3 BARS, 2" MIN CLEAR, ALL AROUNDTYP

SST SOL TS WITHSELF-ALIGNING REPLACEABLE SST EZ-NUT,TYP OF 2

(NOT TO SCALE)

PAVEDSURFACE

'

SST 1 /2-6 LIFTINGBOLTS, TYP OF 4

#57 STONE

CONDUIT HAND HOLE AND LID

(NOT TO SCALE)

04

06

06

6" THICK CAST-IN-PLACECONCRETE COLLAR

3/4" CHAMFER ALL AROUND

OTHER CONCRETECOLLAR

PLUG CONDUITENDS, TYP

SECTION A-A NOT TO SCALE

6" MIN,TYP

FINISHED GRADE SLOPE AWAY FOR 2' MIN ALL AROUND

HOPE COMMUNICATIONSCONDUIT, TYP

A

352'

BOT M OF # 7 STONE :349.50

EXTEND EXISTING DROPINLET STRUCTIURE WITH BRICK AND MORTAR TOELEV.: 355. oo·

10+00

SEE NCDOT DETAIL 840.15

345

II

PRETREATMENT 3' OF #57 STONEFOLLOWED BY 3-5' OF SOD. SEE GRADING PLAN FOR DETAILS

" ' !

• ,SEE LANDSCAPE PLANS FOR PLANTINGS

TEMPORARY POOL ELEV.: 355.0'

. '.:.· .· .. '( .: .

,.

A 356

/

.INTERNAL'. WI\TER 'STORAGt ZONE ELEV:: 352.25/>< f--�+----�-��--++--+-c-"---'-"--'-,....;-,-'-'�-'--'-----,....,---,-.,...,,-=-,------1,

.. 36 .. SOIL MEDIA "

. .1 ..

PROPOSED TOP OF GRADE 355.0 REUSEEXISTING GRATE

EXISTING TOP OFSTRUCTURE ELEV.: 351.90'

CLEANOUT AND UNDERORAIN,SEE PIPE LAYOUT SHEET

EXISTING 24" IN TO EXISTINGSTRUCTURE INV.: 346.61

INSTALL IMPERMEABLE BIORETENTION LINERALONG BIORETENTION WALL IN LOCATIONS SHOWN

IN PLAN VIEW AND TO ELEVATION 346'.SEE SPECIFICATIONS.

BIORETENTION AREA PROFILE

(NOT TO SCALE)

05

06

UPTIURNED ELBOW 'STYLE OUTLEr

348

EXI TlEXI TlINV :

EXISTING 24" RC. EtlSTING S

INV :

. 345

11+00

G 15" RCP IN TOG STRUCTURE 47.11'

•UT OFCTIURE 46.51'

BIORETENTION MEDIA SHALL BE A MIX THAT MEETS THE FOLLOWING SPECIFICATION:

ITEM PERCENT BY VOLUME ACCEPTABLE MA TERI AL

SAND 75-85%COARSE WASHED SAND (ASTM C-33, AASHTO M 6/M80, ASTM C330, AASHTO M195, OR THE EQUIVALENT)

SILT AND CLAY MAX 8% MATERIAL CLASSIFIED AS SILT OR CLAY IN ASTM 02487 ORGANIC MA TIER 5-10% HARDWOOD MULCH, ORGANICS, OR SIMILAR

.

BIORETENTION MEDIA: THE MEDIA SHALL NOT BE MECHANICALLY COMPACTED. NO HEAVY EQUIPMENT SHALL BE USEDWITHIN THE PERIMETER OF THE BIORETENTION CELL BEFORE, DURING, OR AFTER THE PLACEMENT OF THE MEDIA.

IWS ELEV.: 352.25'-J,a-:!b""ii=S�=F=i UPTIURNED ELBOW STYLE OUTLET

THE MEDIA SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES. THE MEDIA SHALL BE COMPACTED BY SATURATING THE ENTIRE AREA OF THE FILTRATION FACILITY AFTER EACH LIFT OF MEDIA IS PLACED UNTIL WATER FLOWS FROM THE UNDERDRAIN. WATER FOR SATIURATION SHALL BE APPLIED BY SPRAYING OR SPRINKLING. AN APPROPRIATE SEDIMENT CONTROL DEVICE SHALL BE USED TO TREAT ANY SEDIMENT-LADEN WATERDISCHARGED FROM THE UNDERDRAIN. IF THE MEDIA BECOMES CONTAMINATED DURING THE CONSTRUCTION OF THE BIORETENTION CELL, THE CONTAMINATED MATERIAL SHALL BE REMOVED AND REPLACED WITH UNCONTAMINATED MATERIAL AT NO ADDITIONAL COST TO THE OWNER. FINAL GRADING OF THE MEDIA SHALL BE PERFORMED AFTER A24-HOUR SEffilNG PERIOD. FINAL ELEVATIONS SHALL BE WITHIN 2 INCHES OF ELEVATIONS SHOWN ON THE CONTRACT PLANS.

MAINTAIN EXISTINGSTRUCTIURE

6" UNDERDRAIN

EXISTING 24" RCP OUTINV.: 346.51'

DETAIL 2: OUTLET STRUCTURE

(NOT TO SCALE)

THE BIORETENTION SOIL MIXTIURE SHALL HAVE A P-INDEX RANGE THAT DOES NOT EXCEED 30.

HYDRAULIC CONDUCTIVITY OF FILTRATION SOIL MIX SHALL BE BETWEEN 1.0-2.0 IN/HR.

POST CONSTRUCTION INFILTRATION TESTING WILL BE REQUIRED TO CONFIRM MINIMUM INFILTRATION RATES AS PARTOF THE ASOBUILT /CLOSE-OUT PROCESS. REPORTS DOCUMENTING THE P-INDEX AND HYDRAULIC CONDUCTIVITY SHALL BE SUBMITTED TO THE PROJECT ENGINEER OR OWNER AFTER FINAL CONSTRUCTION.

THE BIORETENTION SOIL MIX SHALL BE A UNIFORM MIX, FREE OF STONES, STIUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES EXCLUDING MULCH. NO OTHER MATERIALS OR SUBSTANCES SHALLBE MIXED OR DUMPED WITHIN THE FILTRATION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS.

PRIOR TO PLACING THE UNDERDRAIN AND THE BIORETENTION SOIL MIX, THE BOTTOM OF THE EXCAVATION SHALL BEROTO-TILLED TO A MINIMUM DEPTH OF 6 INCHES TO ALLEVIATE ANY COMPACTION OF THE FACILITY BOTTOM. ANY SUBSTITIUTE METHOD FOR ROTO-TILLING MUST BE APPROVED BY THE ENGINEER PRIOR TO USE. ANY PONDED WATER SHALL BE REMOVED FROM THE BOTTOM OF THE CELL AND THE SOIL SHALL BE FRIABLE BEFORE ROTO-TILLING.

DETAIL 3: BIORETENTION MEDIA 03

(NOT TO SCALE)

21-----+-----------------------------+-----f----l

Kimley HornKHA PROJECT 011494095 FAY STREET BIORETENTION

FACILITY

,u1111u11,,

,,, CA ,,, ,, \\ Ro ,SHEET NUMBER

C �1-----+- ----------------- -----------+-------,i----i -,

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No. 0 REVISIONS DATE BY Q

© 2018 KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601

PHONE: 919-677-2000 FAX: 919-677-2050 WWW.KIMLEY-HORN.COM

NC LICENSE #F-0102

DATE 03/29/2019

SCALE AS SHOWN

DESIGNED BY JLM

DRAWN BY JIK

CHECKED BY

PREPARED FOR

CITY OF DURHAM DURHAM NC

$

.........

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24" (NCDOT STD.} I •

24' ROLLED CURB + GUTTER 24" CURB + GUTTER

'

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36" OR 48" I 36' OR 48" VALLEY GUTTER

Oepl. ot Public Works City of Durham, N C Voi" {919) 580-4326 101 City H� Plaza Outham, N,C; 2no1 IJSl:; WJW THI;: STANOAAO SPEC-fFICATIONS-O!'!lY www.durhamne.gov

CONCRETE CURB SCA!,.E: OETA!L#

Not To Sc.I� .l402.0i

AND GUTTER REVl$10N DATE: SHEET/;; June, 2017 1 " 2

Dernb, Pro,,.ide::J by APP:AN C<insuiting Erginoers - www.oppion€n<;Jirrners.com

c� \\-r f 5' MAX. 5' MAX

, . •.

" .

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c...J

.

- � . . z 15. , . "" '

•U . < . ;;; ·z ' a ' '-' .

TYPICAL SIDEWALK with (VERGE) GRASS UTILITY STRIP

[I 1 a 6 9 ,,,,.,..,.'11'!)'(:"'1!

�

,

1"-0"MIN. S' MIN. (Sl'E CITY e,TE PLANS) G: VARIES

;::. . /r

TOOLE'.O EDGE (TYPICAL) ::, MIN. 4� THICK 3000 PSI u CONCRETE S/W t 2% MAX.

COMPACTED SUBGRAOE TO A DENSITY OF NO LESS THAN 100%

SECTION C-C

SEE SHEET 3 (THIS DETAIL)

GRASSED UTILITY STRIP

M�• I

FOR SECTION A-A, B-B AND NOTES

Dept. ofPui,tfeWQrks City of Durham, N C101 City Hall Plw:a Durham, N..C:2'7101 USI: W\Tl-t TH1: STANDAAO SPE:ClfiCAT,Oi'fS OJ-LY

CONCRETE SIDEWALKS

rCURB & GUTTER

:_ / PAVEMENT

\

Voice (919) 560-4326 www.<iurhamnc.gov

$CA!.€: OETAILI< Not To Scale �402.02

fl.E\11$\0N DATE: SHEffl,<• June, 2017 1 ,, 3.

© 1----f-----------------------------------+------jf----f "' C �1---1----------------------------------+-----jf----1

Detail;, Pm.,,ided by APPIAN Cons,;iltlng Engineers www oppior.engir1eers com

SEE SHEET 1 Of 2 FOR CURB + GUTTER

TYPE / DIMENSIONS --

TOP OF CURB

HOT APPLIED JOINT SEALER

NOTES:

1/2"-1 f--AFTER REMOVAL OF

1 /8" RADIUS I 1 /2"-3/4'' OF EXPANSION

i '7 JOINT MATERIAL

: ;8" RAD}c?___: !Zs�RF;CE .. �; GU�TE.R.>,,,, �• • �a <' � ., � •.. ;.

. , - EXPANSION JOINT

'

TRANSVERSE EXPANSION

JOINT IN CURB AND GUTTER

1 . Use non-reinforced, a ir entrained, concrete with o minimu m strength of 3000 lbs. 2, Contraction joints shall be placed ot 1 O' Intervals. 3. Contraction Joints may be Instal led by the use of templates or formed by other

approved methods. Where such joints o re not formed by templates, a minimumdepth of 1 1 /2" shal l be obtained.

4. All construction joints shal l be fl ! led with joint fil ler and hot applied Joint sealer.See NCOOT specifications.

5. Expansion joints. shall be spaced at 90' intervals, and adjacent to all rigid objects.Dept. or Publk: Works 101 City Hal'I Plaza Dmham, N.C. 27701

City of Durham, NCuse: Wm-! Tl-I{: STANDARD SPEClHCATIONS QNL.Y

CONCRETE CURB AND GUTTER

Voice (919) 560-4326 www.durhamnc.gov

$CALE'. DEfAII., II

Nc!ToSca1e. 2402.01 R1MSIQt,I DATE:: SHE Et� Juri1:t, �017 2 -Of 2

Details Pn,vld,;:d by APPIAN Consulting fnqlneers - www.oppior,en\]ineenu::orn

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SIDEWALK abutting CURB / RIGID STRUCTURE

(SEE S!TE PLANS)

SECTION D-D

SEE SHEET 3 (THIS DETAIL) FOR SECTION A-A, B-B ANO NOTES

OUR Dept. ·ot _Public Works. City of Durham, NC Yol_OO_ {919) 5604326

I101 Cify-Hall Plaza Durham. N.C.27701 0$€: WITH 'f!-il;': $(ANOARO $Ps:,flc;;ATION$ Oi'l�Y www.duthamnc.gov

CONCRETE $CAI.(;; oarAJL#

NoJ To·Scale :;(402.02

SIDEWALKS _REVIS!ON DATE· �EE'TII': f 8 6 _9 Jona, 2017 L of _;,__��N 01-J.<�ftCC�

K H A PROJECT 01 1 494095

DATE 03/29/201 9

1 -5/8" O.D. GALVANIZED STEEL LINE POSTS

9 GAUGE STEEL TIES

TERMINAL OR CORNER GA TE POST 2 !" O.D. PIPE

STRETCHER/TENSION BAR

POST BANDS 1 2" O.C. WELDED GA TE FRAME

HINGE, 2 PER GA TE

1 " MAX CLEARANCE OVER FINISHED GRADE

1 2"

MALLEABLE IRON FORK TYPE LATCH WITH DROP BAR WITH PROVISION FOR PADLOCK DOUBLE GATE LATCH ASSEMBLY .

DO NOT EXTEND FABRIC KNUCKLES PAST THE TOP RAIL

--='-- CONCRETE FOOTING WITH STEEL SLEEVING

8' O.C. MAX POST SPACING (TYP.)

(3600 PSI) ,.' .. Tl ''il' cl1lJ ' , ,

t-------------1_2_'_M_A_X __________ -·_·,�1

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GALVIN IZED CHAIN LINK FENCE GATE

(NOT TO SCALE)

Delolls Provided by APPiAN Consulting Engincern - www opplcnenglneors com

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. . ·, ;a' ·R,01us '. '• . . 1 /'.2" EXPANSION

, .M ... .. _JOI_NT .Fl��ER. . ' ..... .. • .3• .. ' . . -I [-,;,·

SECTION A-A

. · . . . .. • · ♦-� :-:;

. . .

TRANSVERSE EXPANSION

JOINT IN SIDEWALK

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·-!• . . . , . . . . .. . . . ' , , ., . . . . . .� ' 4

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SECTION 8-8

CONTRACTION (GROOVE)

JOINT IN SIDEWALK

NOTES: 1 . I n addition to complying with Durhom standards sidewalks shal l conform to

NCDOT standards and specificotfons. I n coses where clarifications o re needed, the City shal l make the determination.

2. Contraction (Groove) joints with 1 /8" radius shal l be p laced at 5 foot intervalsand be one inch deep with joint fil ler.

3. One half inch ( 1 /2") transverse expansion joints shal l be placed at intervals nomore than 50 feet and shal l match expansion/ construction joints in adjacentcurb.

4. A sealed ½" expansion joint is required where the sidewalk abuts bui ldings or a nyrigid structure.

5. Joint materia ls shal l l imit shri nk/swel l so post construction insta l lation results ina maximum of 1 /4" from f lush.

6. Concrete compressive strength shal l be 3,000 psi i n 28 days. 7, Top 6" of subgrade beneath the sidewalk shal l be compacted to 1 00% Standard

Proctor density. The City may require testing at Its discretion. 8. S ix Inch depth is required at a l l driveways, intersections (PC to PT), at Handicap

rampst and commercially developed or zoned areas� 9. Undercutting of unsuitable subgrade me1teriol and/or placement of up to 6 inches

of incidental ABC stone may be required to obta in proper bedding. 1 0. The minimum width of the verge is one foot; otherwise the sidewalk shal l a but

the back of the curb and be six feet wide and s ix inches thick. I 1 . Lids for junction boxes:1 structures) or utility vau lts shal l be non-skid, meet

NCDOT standards, and be submitted lo the City for review and a pproval prior to instoUatior,.

1 2. Provide a minimum one foot wide flat area at the bock of sidewalks before slarting any cut or fill slope.

lul J)epl· of Publlc:Wor!W City of Durham. N C101 City H.dl Plaza oumam, t..c. 21101 IJSE .w!TH-lHE· STAN DARO. SPECil'ICAT«;;INS ONlY

CONCRETE SIDEWALKS 1 a· s 9 cn"<W�''"'

Voice (919}560-4328 www.durhamnc-.gov

SCALE Nol To SC$1o

REVISION OATE: Jum,; 2017

DETAIL# ::A02:02

&HEE!#: 3 of - 3-

,,,, 1 1 1 1 11,,,

,,,"''\\ CAR ,,,, ... ,.. :'\ ,. ....

� -

• FENCE TO MATCH STYLE OF EXISTING FENCETO REMAIN, FENCE AND GATE TO BEAPPROVED BY OWNER .

DO NOT EXTEND FABRIC KNUCKLES PAST THE TOP POST

2"X2"X9" GAUGE CORE GALVANIZED FENCE FABRIC (TYP.)

TYPICAL CONCRETE FOOTING (3000 PSI), CONTRACTOR TO SUBMIT SHOP DRAWINGS DETAILING REINFORCING

C a :.1----1-------------------------------�---+-----,�--1 421

imley>>> Horn© 201 8 K I M LEY- H ORN AND ASSOCI ATES, I N C.

FAYETTEVILLE STREET, SU ITE 600, RALEIGH, N C 27601 SCALE AS SHOWN

FAY STREET B IORETENTION

FACILITY = :

PREPARED FOR ; DETAILS

DESIGNED BY JLM

:1------------------+---+----1 CITY OF DURHAM 21---1----------------------------------+-----,'----I ,,, . \ ....

PHONE: 9 1 9- 677- 2000 FAX: 9 1 9 - 677-2050 WWW. K I M LEY- H OR N . COM DRAWN BY JIK

DATE BY N C LICENSE #F -01 02 CHECKED BY DURHAM

SHEET NUMBER

07

o N o. REVI SI ON S N C ,, ... . . . . .... i /z_,q/l� Q ._ _ _. _______________________________ _._ ____ ..._ _ _. ______________________________ _._ _______ ...., _________________________________________ _._ _______ .a:;_;:_..._ _________________________________________ _. ________ __.

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MIN. 10 GA. LINE WIRES

GRADE

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§!!. WARNING SIG

4• ,.+--4• 3.+--4•

40•

TREE PROTECTION AREA

DO NOT ENTER

WARNING SIGN DETAILS

PLANT CANOPY, DRIPLINE

8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER

ORANGE, UV RESISTANT,

NOTES: 1. ALL PLANTS TO BE SAVED

SHALL BE PROTECTED BY FENCING AS SHOWN IN THISDETAIL

2. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNINGANY CONSTRUCTION OR GRADING ACTIVITY.

3. CONTRACTOR SHALL CALL FOR INSPECTION ANO APPROVAL OFPROTECTIVE FENCING PRIOR TOBEGINNING ANY CONSTRUCTIONOR GRADING.

4. PROTECTIVE FENCING SHALL BELOCATED AT OR OUTSIDE DRIPLINE OF TREES AND 1'MINIMUM OUTSIOE SHRUBS OROTHER PLANTS.

6' STEEL T POST (FACTORY PAINTED) ORANGE, UV RESISTANT, HIGH -TENSILE STRENGTH, POLY BARRICADE FABRIC (TYPICAL)

XISTING PLANT LIMIT OF CANOPY, DRIPUNE

HIGH - TENSILE STRENGTH, ___POLY BARRICADE FABRIC (TYPICAL)

PLAN VIEW

PLAN VIEW OF PROTECTIVE FENCING AROUND SINGLE TREE- EXPAND AS NECESSARY

TEMPORARY TREE PROTECTION FENCE

TOP AND BOTTOM STRAND-.,.--SHALL BE 10 GAUGE MIN.

WIRE

NOTES

USE GEOTEXTILE A MINIMUM OF 36" IN WIDTH AND FASTEN ADEQUATELY TO THE POSTS AND WIRE AS DIRECTED.

USE WIRE A MINIMUM OF 32" IN WIDTH AND WITH A MINIMUM OF 5 LINE WIRES WITH 12" VERTICAL SPACING.

PROVIDE 5'-0" STEEL POST OF THE SELF-FASTENER ANGLE STEEL TYPE.

FOR MECHANICAL SLICING METHOD INSTALLATION, GEOTEXTILE SHALL BE A MAXIMUM OF 18" ABOVE GROUND SURFACE.

NOT TO SCALE

j(I 8' MAX. WITH WIRE

I

6' MAX. WITHOUT WIRE)

MIDDLE AND VERTICAL WIRES SHALL BE 12½ GAUGE MIN.

GEOTEXTILE

GEOTEXTILE -----

COMPACTED FILL\

8 II

24" MAX. (18" MIN.)

STEEL POST - 21 -0" DEPTH

' I ____ I

EXTENSION OF GEOTEXTILE AND WIRE INTO TRENCH

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No. REVISIONS DATE BY

© 2018 KIMLEY-HORN AND ASSOCIATES, INC. 421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601

PHONE: 919-677-2000 FAX: 919-677-2050 WWW.KIMLEY-HORN.COM

NC LICENSE #F-0102

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1605.01


DATE 03/29/2019

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DRAWN BY JIK

CHECKED BY

INSTALL HARDWIRE CLOTH AND GRAVEL INLET ::::,-.,_ �--.......... ,. PROTECTION DURING GRADING OR MODIFY EXISTING � OUTLET PER THE DETAILS BEFORE GRADING OCCURS.--1-... �

1, DROP ;NLET --..... _

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ALLOW STORM WATER TO FLOW INTO EXISTING STORMWATER SYSTEM AND

BLOCK PROPOSED INLET STRUCTURES UNTIL BIORETENTION IS CONSTRUCTED

INCLUDING PLANTING AND STABILIZATION.

II

4' MAX

19 GAUGE HARDWARE CLOTH (¼" MESH OPENINGS)

I

NCDOT#5 OR #57 WASHED STONE

FILTERED WATER

HARDWARE CLOTH AND GRAVEL INLET PROTECTION NOT TO SCALE



CITY OF DURHAM NC

ASPHALT

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SAFETY FENCE/TREE PROTECTION FENCE TO BE INSTALLED AROUND PROJECT SITE

NOTE:


1 ·��1 1

1. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE IN PLACE ANDSLOPES DRAINING TO THE BIORETENTION AREA SHALL BE STABILIZED BEFORE CONSTRUCTION OF THE BIORETENTION AREA BEGINS.

2. WORK SCHEDULE AND WORK/STAGING AREA TO BE COORDINATED ANDAPPROVED BY OWNER BEFORE ANY WORK BEGINS.

3. INSTALL SILT FENCE IN ANY AREAS WHERE RUNOFF FROM .THE CONSTRUCTION AREA COULD FLOW OFFSITE. SILT FENCE SHOULD BE ADJUSTED DURING CONSTRUCTION AS NECESSARY TO PREVENT OFF SITE RUNOFF. SEE DETAIL THIS SHEET.

4. IF BARE SOIL IS UPSLOPE OF EXISTING CATCH BASINS AT ANY TIME,PROVIDE EROSION CONTROL MEASURE AT EXISTING CATCH BASINS SUCH AS BLOCK AND GRAVEL STONE INLET PROTECTION OR OTHER APPROPRIATE DEVICE.

..... -- .......... °' ... ;,;,.�-·-:�-.. -"' --

ER0SI0N:coNtR0LDE-TAU. titJRHA,.\1 COUNTY, NG

ENGINEERING.DEPARJNENT IIU,-'\',

{l/,+"· 10 1/� GRID -OPENING} -""""

SPECI

FIC APpucAn_qN,:

THffi ,t.lf;lHOO ·OF 11".lt;ET PR01E:C1!0H IS APflUCAfll.t. 'MiER_E Hl;AVYFLOWS ,ARE EXPECTED ·ANO '!'MERE OVERFLOW CAPA.Cln' IS NE�Y T9 PREVE)f(_E_XCESffe!Vi:_ �O!NG ·Mel/NO ff STRtJC)VRE.

BLOCK AND GRAVEL STONE INLET PROTECTION

NOT 10 SCALE

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EROSION CONTROL PLAN

SHEET NUMBER

08

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MARK NORTH SIDE OF TREE IN NURSERY __., _______ _ & PLANT TREE TO FACE NORTH

PLANT EACH TREE SO TRUNK FLARE IS VISIBLE AT TOP OF ROOT BALL

CUT WIRE BASKET IN 4 PLACES & FOLD DOWN INTO PLANTING HOLE. REMOVE ALL TWINE, ROPE, WIRE & BURLAP FROM TOP HALF OF ROOT BALL

SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING

SOILS 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL

I TI

FG

.,,.---- 2" MULCH. DO NOT PLACE MULCH IN CONTACT W/ TREE TRUNK

PLACE ROOT BALL ON ----UNEXCAVATED OR TAMPED SOIL

----- TAMP SOIL AROUND ROOT BALL BASE FIRMLYWITH FOOT SO THAT ROOT BALL DOES NOT SHIFT

tlQ1E.S; 1. TREES WILL BE REJECTED IF TRUNK FLARE IS NOT VISIBLE AT TOP OF ROOT BALL2. DO NOT HEAVILY PRUNE TREE AT PLANTING. PRUNE ONLY CROSSING LIMBS, CO-DOMINANT LEADERS &

BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS & LATERAL BRANCHES MAY BE PRUNED, BUT DO NOTREMOVE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF CROWN.

3. STAKE OR WRAP TREE ONLY UPON APPROVAL OF LANDSCAPE ARCHITECT.4. PLANTING SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH & NUTRIENT VALUES PRIOR TO

ANY SOIL IMPROVEMENTS OR AMENDMENTS. SEE SPECIFICATIONS. 5. THIS PLANTING DETAIL WAS BASED ON ISA (INTERNATIONAL SOCIETY OF ARBORICULTURE) STANDARD TREE

PLANTING DETAIL. FOR MORE INFORMATION SEE www.iso-orbor.com OR CALL (217) 355-9411.

TREE PLANTING IN OPEN PLANTING AREAS TYPICAL DETAIL /U.S.

liif0 'all'.\; •iLE1-1-,.V-::.\. -:::;:, !:= ;-;'.·':/0",·c,

SHRUBS > 4' HEIGHT

NOTES:

2-3" MULCH EXTENDING OVER BERM

REMOVE ALL TWINE, ROPE, WIRE & BURLAP FROM TOP HALF OF ROOT BALL (B&Bi)G

PLANTING SOIL AS SPECIFIED, TA TO PREVENT SEffilNG

1. ROOT BALL TO BE SET SLIGHTLY ABOVE FINISHED GRADE.2. PRUNE AS NEEDED TO RETAIN NATURAL SHRUB SHAPE.3. FOR CONTAINER GROWN PLANTS, SPLIT THE ROOT BALL WITH 4 EQUALLY SPACED

VERTICAL CUTS AND BUTTERFLY THE ENTIRE ROOT BALL.

SHRUBS < 4' HEIGHT

4. PLANTING AREAS WITH MULTIPLE SHRUBS ARE TO BE SIZED SO THAT THE OUTER EDGE OFTHE PLANTING SOIL IS AT LEAST 8 INCHES FROM THE NEAREST ROOT BALL.

□ SHRUB PLANTING TYPICAL DETAIL N.T.S.

2"-3" MULCH. KEEP MULCH AWAY FROM PLANT CROWNS

SPLIT POT-BOUND ROOTS WITH 2-3 EQUALLY SPACED VERTICAL CUTS

UNDISTURBED SOIL PLANTING MIX, TAMPED FIRMLY TO PREVENT SETTLING

□ �.:

OUNDCOVER PLANTING DETAIL

NOTES·

PLANT (TYP.)

0

1. PLANTS TO BE INSTALLED WITH TRIANGULARSPACING. 2. SPACING ON PLANT LEGEND REFERS TOSPACING "D" IN THIS TABLE.

SPACING "D" 6" o.c.

8" o.c.

10" o.c.

12" o.c.

14" o.c.

15" o.c.

16" o.c.

18" o.c.

24" o.c.

30" o.c.

36" o.c.

ROW "A"

5" o.c.

7" o.c.

9" o.c .

10" o.c.

12" o.c.

13" o.c.

14" o.c.

16" o.c.

21" o.c.

26" o.c.

30" o.c.

□ �.:

OUNDCOVER SPACING DETAIL

Ki ley

l

orn © 2018 KIMLEY-HORN AND ASSOCIATES, INC.

REVISIONS DATE BY

421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601

PHONE: 919-677-2000 FAX: 919-677-2050


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.ASPHALT


DATE 03/29/2019

SCALE AS SHOWN

DESIGNED BY JLM

DRAWN BY JIK

CHECKED BY DURHAM



CITY OF DURHAM NC

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NOTES,

PLANT SCHEDULE - TREES & SHRUBS

TREES CODE QTY BOTANICAL/ COMMON NAME

0 AMA 2 AMELANCHIER ARBOREA

DOWNY SERVICEBERRY

SHRUBS CODE QTY BOTANICAL/ COMMON NAME

D CAL 6 CLETHRA ALNIFOLIA

SUMMERSWEET

0 IVM 12 !LEX VOMITORIA

YAUPON HOLLY

0 VOA 8 VIBURNUM DENTATUM

ARROWWOOD VIBURNUM

PLANT SCHEDULE - GROUND COVERS

m

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:::::.�\,_\\

/ / / / ,-//// !

/ / / ,-

/ .• / / /, .

GRASSES CHASMANTHIUM LATIFOLIUM / RIVER OATS PANICUM VIRGATUM / SWITCH GRASS

PERENNIAL MIX 1 HELIOPSIS HELIANTHOIDES / FALSE SUNFLOWER LOBELIA CARDINALIS / CARDINAL FLOWER

PERENNIAL MIX 2 COREOPSIS LANCEOLATA/ LANCELEAF TICKSEED LIATRIS SPICA TA/ SPIKE GAYFEATHER SYMPHYOTRICHUM NOVAE-ANGLIAE / NEW ENGLAND ASTER

SOD IS TO BE INSTALLED ON ALL DISTURBED SLOPES WITHIN BIORETENTION AREA THAT IS NOT PLANTED AND MULCHED. SOD IS TO BE NON-CLUMPING, DEEP ROOTED SPECIES THAT HAS NOT BEEN GROWN IN SOIL THAT HAS AN IMPERMEABLE LA YER SUCH AS CLAY. SOD SHOULD BE PERENNIAL GRASS SUCH AS HYBRID BERMUDA OR CENTIPEDE.

1. ANY EXISTING LANDSCAPED AREAS DISTURBED BY CONSTRUCTION ARE TO BE RETURNED TOPRE-CONSTRUCTION CONDITION.

2. SEE GENERAL NOTES SHEET 03 FOR ADDITIONAL LANDSCAPE NOTES.

3. MULCH

CONT

B&B

SIZE

CONT.

CONT.

CONT.

337 SF 78

44

383SF 16 133

318SF 116 133 37

CAL

WIDTH

24"

3'

3'

1 GAL 1 GAL

1 GAL 1 GAL

1 GAL 1 GAL 1 GAL

3.1. FOR TREES OUTSIDE THE BIORETENTION AREA. MULCH IS TO BE APPLIED PER THE PLANTING DETAILS,GENERALLY AT A DEPTH OF 2-3' ANO IN A MANNER THAT DOES NOT TOUCH THE TREE TRUNK OR SMOTHER THE PLANT CROWN. REAPPLICATION, IF NECESSARY, SHOULD BE CONSISTENT WITH PLANTING DETAIL ANO SPECIFICATIONS.

3.2. FOR REAPPLICAITON OF MULCH INSIDE THE BIORETENTION AREA, SPOT MULCH IF THERE ARE ONLY SPORADIC VOID AREAS. REPLACE ENTIRE MULCH LAYER IF NECESSARY. REMOVE THE REMAININGMULCH AND REPLACE WITH TRIPLE SHREDDED HARDWOOD MULCH AT A DEPTH OF 4 ...

SEED MIX - TEMPORARY

WINTER MIX (AUGUST 16-APRIL 14)-60-100 POUNDS/ACRE BROADCAST APPLICATION RATE. MUST CONTAIN 50:50 RATIO OF THE FOLLOWING SPECIES. SUBSTITUTIONS ARE ALLOWED PENDING CITY

APPROVAL.

SPECIES NAME COMMON NAME

SECALE CEREALE SPP. WINTER RYE/RYE GRAIN HORDEUM VULARE. OR H. PUSILLUM BARLEY

SUMMER MIX (APRIL 15-AUGUST 15)-25 POUNDS/ACRE BROADCAST APPLICATION RATE. MUST CONTAIN 50, 50 RATIO OF THE FOLLOWING SPECIES.

SPECIES NAME

PENNISETUM GLAUCUM EL YMUS VIRGINICUS

APPROVAL


1 I I 1

SUBSTITUTIONS ARE ALLOWED PENDING CITY

COMMON NAME

BROWNTOP /PEAR MILLET VIRGINIA WILD RYE

LANDSCAPE PLAN

,,, ,,, . ,,, ''•0111111'3-i 1 ..... t '1

SIZE

8'-10' HT.

HEIGHT

36"

4'

4'

50%@ 18" oc 50%@24"oc

25%@30" oc 75%@18"oc

35%@12" oc 40%@12"oc 25%@ 18" oc

SHEET NUMBER

09

SD 2020-02 Construction Drawings Fay Street - Durham, NC

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Transcript of SD 2020-02 Construction Drawings Fay Street - Durham, NC