THE INSTITUTE BUILDING BASEMENT RENOVATIONS

SHEET INDEX

TSH-1 NOTES AND SPECIFICATIONS

PSH-1 BASEMENT REPAIR PLAN AND DETAILS

PSH-2 DEMOLITION PLAN

PSH-3 LANDSCAPE PLAN AND DETAILS

BFP-1 BACKFLOW PREVENTER LAYOUT

BFP-2 BACK FLOW PREVENTER DETAIL

PED-1 PEDESTRIAN DETOUR PLAN

This document, together with the concepts and designs presented herein, as an

Instrument of service, Is Intended only for the specific purpose and cllent

for which It was prepared. Reuse of and improper reliance on this document

without wrltten authorization and adaption by Kimley-Horn and Associates, Inc, shall be without liablllty to Klmley-Horn and Associates, Inc.

1.00

101

102

103

1 04

105

1 .06

1 .07

1.08

1 .09

I .1 0

1.11

I . 1 2

1.13

2/24/2016 K,\DUR_Roadway\011494060 !Institute Basementl\Plon\011494060_ tsh.dgn

GENERAL NOTES AND SPECIFICATIONS

GENERAL

SCOPE OF WORK FURNISH ALL LABOR, MATERIALS, TOOLS, SUPPLIES, EQUIPMENT AND MACHINERY NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MATERIALS OR WORK DESCRIBED IN WORDS WHICH HAVE A WELL KNOWN TECHNICAL TRADE MEANING SHALL BE HELD TO THE RECOGNIZED STANDARD. ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SPECIFIED.

CODES ALL WORK PERFORMED AND MATERIALS USED SHALL MEET ALL REQUIREMENTS OF THE 2012 NORTH CAROLINA BUILDING CODE, STATE CODES, AND LOCAL CODES, ORDINANCES, AND REGULATIONS HAVING JURISDICTION.

THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND ALL REQUIRED ADDITIONAL PERMITS AND FEES, LICENSES, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

THE EXISTING BUILDING INFORMATION SHOWN IS DIAGRAMMATIC AND BASED UPON THE BEST INFORMATION AVAILABLE AT THIS TIME; HOWEVER, IT MAY NOT REFLECT ALL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION.

THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND THE COORDINATION OF THE WORK PRIOR TO CONSTRUCTION. ANY OMISSIONS OR CONFLICT IN THE WORKING DRAWINGS OR BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE PARTIES INVOLVED AND THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF ALL EXISTING BUILDING ELEMENTS WHICH ARE IN THE AREA OF PROPOSED WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND EXISTING FIELD CONDITIONS.

CUTTING & PATCHING WHERE EXISTING ELEMENTS OF THE BUILDING ARE REQUIRED TO BE CUT, FIT, ALTERED, OR REMOVED IN THE PROPER EXECUTION OF THIS WORK, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OTHER PORTIONS OF THE EXISTING BUILDING, INCLUDING BUT NOT LIMITED TO, THE SHORING, BRACING AND SUPPORT REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. THE CONTRACTOR SHALL EMPLOY, AT HIS EXPENSE, A FORMWORK/SHORING ENGINEER REGISTERED IN NORTH CAROLINA TO CONTROL ALL OPERATIONS RELATED TO DESIGN, INSTALLATION AND REMOVAL OF ALL FORWORK, SHORING AND RESHORING. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FABRICATION, ERECTION, SUPPORT, AND BRACING OF FORMWORK, AND SHORING AND RESHORING PROCEDURES FOR THE ENGINEERS RECORD. UPON COMPLETION OF THE WORK, ALL EXISTING MATERIALS, SYSTEMS AND ASSEMBLIES SHALL BE REPLACED, REPAIRED, OR REFIT TO MATCH OR EXCEED THE FIT, FINISH AND PERFORMANCE OF PREVIOUS CONDITIONS WITH APPROVAL OF APPROPRIATE PARTIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS WHICH AFFECT SAFETY, STRUCTURAL INTEGRITY, OR WATER TIGHTNESS OF BUILDING ARE CORRECTED.

STORAGE & INSTALLATION ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED. COORDINATE SITE STORAGE WITH PROPERTY OWNER.

IT IS UNDERSTOOD THAT THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN THE PROJECT. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF PERSONS AND PROTECT THEM AGAINST INJURY.

PROTECTIONS: PROTECT WITH TEMPORARY BARRICADES, COVERINGS, OR OTHER PROTECTIONS TO PREVENT INJURY OR DAMAGE TO PERSONS OR PROPERTY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY HIS OPERATIONS.

ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL MANNER SO THAT CURRENT BUILDING OPERATIONS ARE NOT INTERRUPTED. ANY REQUIRED SHUT -DOWN OF BUILDING SERVICES SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY AND APPROPRIATE UTILITY PROVIDERS AT LEAST 72 HOURS PRIOR TO SUCH OCCURRENCE.

BEFORE EXCAVATION AND/OR DEMOLITION BEGINS, THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF THE EXISTING BUILDING UNDER CONSIDERATION AND BUILDINGS ADJACENT TO THE PROPOSED REPAIRS. DOCUMENTATION SHALL BE VISUAL VIA VIDEO AND/OR PHOTOS. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING FACADE AND ADJACENT BUILDINGS FACADES DURING CONSTRUCTION FROM ANY TYPE OF DAMAGE.

CONTRACTOR TO PROVIDE SHORING BELOW EXISTING SIDEWALK SLAB AS REQUIRED DURING CONSTRUCTION.

2.00

2.0 I

UTILITY NOTES

THE CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO COMMENCING CONSTRUCTION, HE IS RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES INVOLVED TO VERIFY THE LOCATION OF UTILITIES AT THE CONSTRUCTION SITE WHERE THERE IS A POTENTIAL CONFLICT WITH THE IMPROVEMENTS AS SHOWN ON THE PLANS.

THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A BACKFLOW PERMIT. NO ADDTIONAL PAYMENT WILL BE MADE FOR PERMIT.

3.00

3.01

4.00

4 01

4.02

4 03

STRUCTURAL NOTES AND SPECIFICATIONS

DESIGN

LIVE LOAD PEDESTRIAN LOADING (250 PSF)

CONCRETE AND REINFORCING

REINFORCING BARS SHALL CONFORM TO THE LATEST REVISION OF ASTM-A615 GRADE 60 SPECIFICATIONS AND BE DETAILED IN ACCORDANCE WITH THE LATEST REVISION TO ACl-318.

CONCRETE AND FLOWABLE FILL MUST BE FREE OF VOIDS AND HONEYCOMBING.

CONTRACTOR TO ENSURE FLOWABLE FILL IS EXCAVATABLE.

HISTORIC BUILDING: THE CONTRACTOR SHALL BE AWARE

THAT THE BUILDING IS OF HISTORIC NATURE AND CONSTRUCTED

OVER 100 YEARS AGO. TRADITIONAL MEANS OF DEMOLITION

SUCH AS JACK HAMMERING WILL NOT BE ALLOWED DUE TO

EXCESSIVE VIBRATION AND POTENTIAL DAMAGE TO THE STRUCTURE.

OTHER MEANS WILL BE REQUIRED FOR DEMOLITION SUCH AS SLEDGE

HAMMERS, ETC.

Sumpter, Matt � S-,rzte,t Feb 29 2016 11 :52 AM

Kimley>>> Horn ©, 2016

SCALE:

DRAWN BY Tl

NO. BY

2

Post Office Box 1086

Durham, North Carollna 27702- 1086

THE INSTITUTE BUILDING

BASEMENT RENOVATIONS

NC Uc. 11F-O 102

FEBRUARY 2016

REVISIONS

DATE NO. BY

3

4

CHECKED BY Ms

DATE

SHEET "'·

TSH- I TOTAL

SHEETS

D DENOTES FLOWABLE FILL

WEST PARRISH STREET

40'-o"

2'-0" (TYP.)

/--EXISTING MASONRY WALL / (TYP. 3 SIDES)

H=°=="'="=fcc'c=r='=°=='===ce?;=;a;�pS'C=�CE'3�. T'i;;;aiaaaiiiliijiiiiaac3='ciifiai��-'"=�=��=c'=c'=�cc,=!;s=,;;;;;;;;;;c;==a';;;;a;;"ilii';aa,;;;;;;;=aaa,aa;;;;,==,""'"'7P'r\a=¢=a='=a,a=;ca;;a;=;;;;,;;;a;;;m,;�if

i� '° c) i� ,-------- . ----- If LIMIT� QP

WAT.ERPROOFING �tM8RANE

\

PHONE ROOM

VlW 8ilio t- �@ () Mw �Q'.'. S:w , 1.·iY f

0 2 6 EXISTl�G BACKPLOW PRsVENT<".R , : ,, 0 2 2'--" "' TO ,,BE REPLACED, S<".E BVF!.ic l �g I

D

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�.__J �;i� AND'J3FP�:g ,_. 'H,, ,•,

·b:,J ':i

Q:2 ':d. X S: Vi ·�·. 1

w 3 w LOCKER 'AREA ,, 8 3

M&F FRONr ENTRANCE (ABOVE)

IIBfil] IIBfil] IIBfil] IIBfil] CC] CC] CC] CC]

#4 BARS@ 12 O.C.

GROUT ALL CELLS (TYP.)

RELOCATED PHONE ROOM DOOR

A PSHI

E >:ISTING CONCRETE GIRDER PROPOSED 12">: 16" CMIJ WALL (TYP.)

EXISTING COLUMN (TYP.)

--1c=="----'---------------------------+----+--- - -- - - - - ---_J".c--------j----+------- - -------------- -- --1--_u=LJL

-

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EXISTING COLUMN

EXISTING CONCRETE BEAM

PROPOSED CMU WALL---1-,_

zW- () :,, ::J

Q_

0 (/j I a_

;,,,:5

Sa 0 w' [I] N2 - w

9'-3"

5'-8"

PROVIDE WATER-TIGHT CAULK JOINT

2% MAX. SLOPE

.ROOFING FELT ' OR APPROVED BOND BREAKE'R

#4 BARS @ 12 o.c.

WATERPROOFING ME"18RANE

2'-0"

#4 BAR DRILLED AND ANCHOREDINTO FLOOR WITH HILTI HIT HY200 ADHESIVE OR APPROVED EQUAL @ 12" O.C.

SECTION A-A

(SCALE: 1 /2" - I' -0")

This document, together with the concepts and designs presented herein, as an Instrument of service, fs Intended only for the specific purpose and cllent for which It was prepared. Reuse of and improper reliance on this document

without written authorization and adaption by K!mley-Horn and Associates, Inc. shall be wlthout liability to Kimley-Horn and Associates, Inc.

PROPOSED r THICKNESS

1

--" U)

x_ <{ --" 2 z, w ow 13

N� [I] z w

--" ::,--" -C: f-ww Q'.

(_):::,

:5 (_) Q_ z

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0 xI 0 co Q'.

<{

SIDEWALK VARIES 4" MIN.

BASEMENT PLAN (SCALE: 1 /2" - 1 '-0")

PROPOSED DOUBLE SOLDIER PAVER COURSE

r EXISTING CURB AND GUTTER TO REMAIN (U.N.0.)

NOTES: 1. TOP OF FLOWABLE FILL TO BE

ADJUSTED AS NECESSARY TO MEETFINISHED GRADE REQUIREMENTS.

2. WATERPROOFING MEMBRANE SHALL BEAPPLIED PER MANUFACTURER'SRECOMMENDATIONS. AVOID ANYPUNCTURE OR MATERIAL DISTURBANCEOF WATERPROOFING MEMBRANE. ANYWATERPROOFING MEMBRANE REPAIRSHALL BE PERFORMED IN ACCORDANCEWITH MANUFACTURER SPECIFICATIONS.

3, CAULK JOINT BETWEEN BUILDING ANO SIDEWALK WILL BE REQUIRED THE ENTIRE LENGTH OF THE BUILDING. CAULK SHALL BE NON-SAG SONOLASTIC SEALANT OR APPROVED EQUAL.

4. PROTECTION COURSE IS TO BE PROVIDEDOVER AND/OR ALONG ALL WATERPROOFINGMEMBRANE SURFACES PER MANUFACTURER'SRECOMMENDATIONS.

EXISTING WALL TO REMAIN

5. CONTRACTOR TO NOTIFY ENGINEER OFANY DESCREPANCIES FOUND IN EXISTINGCONDITIONS SHOWN PRIOR TOINSTALLATION OF NEW MATERIALS.

EXISTING BASEMENT FLOOR 6. CONTRACTOR TO SUBMIT DETAIL FOR ANY

UTILITY PENETRATION THROUGH CMU WALL.

2/22/2016 K: \DUR_Roodwoy\011494060 !Institute Bosementl\Plon \011494060_PSH-l,dgn

VIEW .--------,----,-----, NOTE: ALL DIMENSION:) Ai�E A'.JPROXIMATE, CONTRACTOR SHALL vl'l<IFY ANO NOTIFY ENGINEER OF ANY Dl'.:CF<E:PEl"CY.

PROPOSED ACCESS AND SEQUE,',CING.

I. UPON COMPLETION OF ALL UTII ITY WORK, CONTRACTOR SHALLREMOVE EXISTING UTILITIES ANC [()cJIP�ENT NOT IN SERVICE.

2. CONTRACTOR SHALL INSTALL OAJ WALL AS INDICATED IN THEPLANS. CONTRACTOR WILL BE f'ERMITTID TO CUT ACCESSHOLES IN THE EXISTING BASEMENT ROOF. CONTRACTOR MUSTENSURE HOLES: DO NOT AFFECT STRUCTURAL INTEGRITY OF THEROOF, 00 NOT AFFECT PEDEST1::1AN A.CCESS/FLOW/SAFETY,HOLES ARE COVERED, BOLTED ,\ND LOCKED WITH A STEEL PLATEWHEN NOT IN USE AND DO NC i' /\.l LOW WATER INFILTRATION.

3, UPON COMPLETION OF CMU WA L, COtHRACTOR SHALL PLACE FLOWABLE FILL PER THE PLANS

4. WHEN FLOWABLE FILL HAS BEEl,1 PLACED TO THE BOTTOM OF THEEXISTING BASEMENT ROOF, CONrRACTO, CAN BEGIN DEMOLITIONOF EXISTING ROOF /SIDEWALK. CONTRACTOR WILL BE REQUIREDTO MAINTAIN ACCESS TO MECHi.NICS & FARMERS BANK AND NCIMEDAT ALL TIMES, DEMOLITION AND 1NSfALL;vTION OF THE NEW SIDEWALKWILL ONLY BE PERMITTED ON Vli:EKENDS OR HOLIDAYS.

WEST PARRISH STREET r

CURB

,- - - - - - - - - - - - - - - - - - - ·- - - - - - - - - - - - - - - - - - - - - - �: ;

------------------ -------- -\

---------�

---�

I

i i rvi \_BASEMENT WALL i :

NCIMEO I; I, f- ilANK 114 W. PARRISH SI.I I r - 7 116 \\'. Pt.F..'!ISH �l. I - 1 I I

_Fl3S)N_!. �Nl"��E -l-1- ___________ + _ .J __ £R2_�q--��!�(,,f .• _ 7 __ I ___________ .J. --f 11 __ J __ J 1 1

GENERAL AREA PLAN NOT TO SCALE

AND GUTTER

--"--"<{

0

z 0

0 2

Ct

SOLID MASONRY BLOCK (TYP)

SCALE:

Kimley>>> Horn @, 2016

Post Office Box 1086 Durham, North Corollno 27702- 1086



NC Uc. •F-0 102

FEBRUARY 2016

DRAWN BY TI CHECKED BY Ms

REVISIONS

NO, BY DATE NO. Tl 3/29112 2

REMOVED BFP FROM BASEMENT

BY DATE

SHEET '°· PSH-1

TOTAL SHEETS

WEST PARRISH STREET TO REMAIN L EXISTING SIDEWALK AND PAVERS

APPROXIMATELY 77' -0" EXISTING JOINT TO EXISTING JOINT (LIMITS OF WO Rf:.) EXISTING SIDEWALK -- ◄-----------------------------------------------------------------------------------------�------ �-------------------------------------------1------c:-cc--===_,-,__ AND PAVERS

REMOVE AND REPLACE APPROXIMATELY 29' -3" OF CURB AND GUTTER

' ' ' ' ' I

0 '

',,,�

,- / /

n

I

1/ (/) w

EXISTING ADA RAMP

/

/

/

/ / /

I / .•

/ /

,/ 1/ //

/

/ /

/

/

/ / / /

_J ,

,/ y

/ / /

/// /'

'

rt, / / ,

EXISTING SIDEWALK TO BE REMOVED (AFTER FLOWABLE FILL HAS BEEN PLACED)

// /

1/ , •

/

1/ /

_/' - - L - - -. / ' - �

✓ /

// / / /

1/f / / "· // / ,.)\_

EXISTING SIDEWALK/BASEMENT STRUCTURAL ROOF TO BE REMOVED (AFTER FLOWABLE FILL HAS BEEN PLACED) EXISTING SIDEWALK SUPPORT BEAM BUILDING CONNECTIONS TO BE INVESTIGATED PRIOR TO DEMOLITIOfl. CONNECTION TO BE TERMINATED AT BUILDING AND EXPO -'.lcO. THIS WORK AND MATERIAL IS CONSIDERED INCIDENTAL TO DEMOLITION, NO SEPERATE PAY.

/ /

/

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/ / / .. // /

//

/

/

w

0 0

w _, :, :::, :::, co (/)

Le ¼! 0

EXISTING CONCRETE

/ '

'

/�� "'</

5'-8"

7

I

_J

9'-3"

EXISTING JOINT BETWEEN SIDEWALK AND BASEMENT

>x/ /

/ �

' ;x

"_))(/

THICKNESS VARIES r EXISTING SIDEWALK

' /

·\-.._"'

'7

I

L

BEAM\

'

\ ' STRUCTURAL ROOF, SEE NOTE 1. r EXISTING CU RB

EXISTING COLUMN

�

PROPOSED CMU WALL

This document, together with the concepts and designs presented herein, as an Instrument of service, Is Intended only for the specific purpose and cllent for which It was prepared. Reuse of and Improper reliance on this document without written authorization and adaption by Klmley-Horn and Associates, Inc. shall be without liability to Klmley-Horn and Associates. Inc.

. . . ' . .. . .

c'

'

SECTION A-A

(SCALE: 1 /2" - 1' -0")

2/24/2016 K:\DUR_Roadway\011494060 !Institute Basementl\Plan\01149406Q_PSH-2,dgn

' . . ' '

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AND GUTTER TO REMAIN (U.N.O.)

.

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CONTRACTOR TO VERIFY CONNECTION (TYP ALL SIDES)

FLOWABLE FILL

EXISTING MANSONRY WALL TO REMAIN

\_ EXISTING BASEMENT FLOOR

/'

I _J

/

M&F FRONT ENTRANCE (ABOVE)

DEMOLITION PLAN (SCALE: 3/8" - 1 '-0")

NOTES:

'7

I

L _j

1. CONTRACTOR TO VERIFY CONNECTION BETWEENEXISTING SIDEWALK/BEAMS, BASEMENT STRUCTURALROOF AND NOTIFY THE CITY AND ENGINEER PRIOR TC•DEMOLITION.

2. CONTRACTOR SHALL SUBMIT DEMOLITION PLAN,TO INCLUDE DETAILED METHOD OF DEMOLITIONAND SCHEDULE.

3. CONTRACTOR SHALL BE AWARE THAT MECHANICALJACK HAMMERING WILL NOT BE PERMITTED.

EXISTING BASEMENT WALL BELOW

_/___/_

•

• •'

,.,-1//

NOTE: ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR SHALL VERIFY AND NOTIFY ENGINEER OF ANY DISCREPENCY.

'

L

EXISTING 24" CURB TO REMAIN (U.N.O.)

/

TO REMAIN

/

/' /

/

EXISTING JOINT BETWEEN SIDEWALK AND BASEMENT STRUCTURAL ROOF, SEE NOTE 1.


SCALE:

ORI\WN BY Tl

NO. BY

Post Office Box 1086 Durham, North Carollna 27702- 1086 NC Llc. �F-0 102



REVISIONS

DATE NO, BY

2

FEBRUARY 2016

CHECKED BY MS

DATE

SHEET"'· PSH-2

TOTAL SHEETS

�- EXISTING SIDEWALKAND PAVERS TO REMAIN

WEST PARRISH STREET ------------ -- -------,,-_ ----�------i-•------- ----------- ------- ------- ----------------------- -------------A�P _P _R�O _X�IM�A�T=E=��7�7_'-�□-"�E�X _IS�T _IN_G�J�O �IN_T_T�O_E=X_I_ST_I_N �G_J� O� l �NT�(�L�IM�IT�S�O_F_W�O_Rf,�) __________ ______________ _ ______ _______ _,_4E�X=IS�T�IN=G�S�ID�E�W�A=L�K----

AND PAVERS

0 f-

'

I

m

U) w

REMOVE ANO REPLACE APPROXIMATELY 29'-3" OF CURB AND GUTTER

PROPOSED CENTERLINE

� ADA RAMP SEE DETAIL THIS SHEET

RELOCATE ADA RAMP APPROXIMATELY 13' -3" (ENGINEER TO APPROVE LOCATION)

CENTERLINE EXISTING ADA RAMP

I PROPOSED DOUBLE

r PROPOSED CONCRETE 1--- EXl,:TING 24" CURB SIDEWALK THICKNESS / TO REMAIN UNLESS

r

EXISTI NG BASEMENT

VARIES 4" MIN. I

NCTES OTHERWISE WALL BELOW

r--t------ ------+------ ------ ----- --t------------+------+--------- ------ - ------------ --'- / SOLDIER COURSE

- ITn<"'l• -rrT--.rrrr-rrT--.no/TT" ' /

I' / r / '

----

I • v ·'' /

/

_ __ __ [ ___ _ ----- - --- , I I

f/,/1/ / // [// I

I.// "/:� - :I I I I I

TO REMAIN

'

I _ _,--- L---, 1--r-

EXIST. °" - I JOINT

' '

/

;( , � : \ -�--------'---�----j----'-------'--'-------�-t------L---------'----------'L-------�--------'-------�------�----------L---------'----------'-----,r--c---------�--'r-/----L- --1 - ----� -�

\_ EXIST. SIDEWALK � - \__ PROP. 7 M&F FRONT ENTRANCE

I ' --

7 ' - - -I

TO BE REMOVED

- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -SIDEWALK I JT. PATTERN

-I

(ABOVE) -, I

- - - ----- - - - ----7 I

-

-

I _J

PROPOSED DOUBLE SOLDIER COURSE ON 1" SAND SETTING BED

PROPOSED CONC. SIDEWALK THICKNESS VARIES 4" MIN.

EXIST. CURB TO REMAIN (U.N O )

FLOWABLE FILL

2% MAX. SLOPE

EXPANSION JT

APPROX. 2'-6"

NOTES:

1. SIDEWALK SHALL HAVE AN EXPANSION JOINT EVERY16' MAXIMUM.

2. SIDEWALK SHALL HAVE A LIGHT BROOM FINISHPERPENDICULAR TO THE STREET. JOINT EDGINGTO MATCH ADJACENT EXISTING SIDEWALK.

This document, together- with the concepts and designs presented herein, as an Instrument of service, Is Intended only for the specific purpose and cllent for which It was prepared. Reuse of and improper reliance on this document w!thout written authorlzatlon and adaption by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

2/22/2016 K: \DUR_Roadway\011494060 !Institute Bosementl\Plon\011494060_PSH-3.dgn

I I L - -

_J

I I L - - -

--'

HARDSCAPE PLAN (SCALE: 3/8" � 1 '-0") NCJTE: ALL DIMENSIONS ARE APPROXIMATE,

CONTR1iCTOR SH ALL VERIFY ANO NOT IFY ENGINEER OF ANY DISCREPENCY.

,-----------•■■---------------------,

�,"-<:�\>� ��- ;;-

�::,.,

' ' .. � ,:----,.-,,,-< ,,, �

-r: Js,, .' 9 l�

''-..,,,,... <r-

)S!)METRIC VIEW PAY LIMITS OF CURB RAMP

SECTION B-B

IDfWALK TRANSIT101!_�:_01[

·. �

--B I�IDEWALK TRANSl11Qtll I TRANSmor, DROP lRANSITION

"\=:'-::=-o;sr-;:::: ... CURB

� = = - _:--.J..1?..t._ VAR. LMGnl TO 12"··6'

EXISTING WI 'A111AE!LE SLOl3iC

' .

OET TABLE ELEVATION WA NING OOMES

SECTION A-A

''Mopted from NCDOT Detail 848.06"

,------.--·-·-----·-----------r-----1 Curb Ramps and Existing Sidewalk

Adjacent to Curb

DATE: SCALE: March 1, 2012 NONE

CITY OF DURHAM, NORTH CAROLINA DETAIL NO.

c,\vJ,,;,�o,c�N, DEPARTMENT OF PUBLIC WORKS '-----=--._ ___ _,_, _________________ ._ ___ _

CC-4.1

LI_

4'-o" +/-JOINT SPA.

··. -�- .:-"'- .,_,:. ·,._CITY OF DURHAM ·->·· ·-;�r,; ·._..,\;/'' PUBLIC WORKS DEPARTMENT: -·-

.,,·:,,, ' APPROVED

�_NGINEffilNG

$TORMWATER ______ OATE __ _,,,,., .

4

\lRAN5p�TAT10N, ___ .,... __ OATE. _ _,_,. ·-' . , .. ·�·


SCALE:

DRAWN BY TI

NO, BY

Post Office Box 1086 Durham, North Carolina 27702- 1086



NC Lie. #f-0 102

FEBRUARY 2016

REVISIONS DATE NO. BY

2

CHECKED BY MS

DATE

SHEET '°·

PSH-3 TOTAL

SHEETS

PROPOSED 2" RPZ BACKFLOW PREVENTER WITH HOT BOX PER

EXISTING SANITARY SEWER MANHOLE�

EXISTING SANITARY SEWER LINE�

DETAIL CCC2011-003�

6" YELLOW PIPE BOLLARD, TYP.�

/

EXISTING /

/

/

PROPERTY /

/

LINE /

/

/ /

/ /

/ /

/

/ /

/

/

�(3) 45° BEND

90°

BEND

CONNECTION POINT FOR EXISTING 2" COPPER WATER LINE AND PROPOSED 2" COPPER WATER I_II\JE-------.

S/W Elevo

CONNECTION POINT -��-FOR PROPOSED 2" COPPER WATER LINE AND EXISTING 2½" WATER LINE

2½"x2" TEE

9CJ0

BEND

-""---------------------------;---7-,---·------i+-'-

� (3) 45 ° BEND

EXISTING 2½" COPPER WATER LINE

90°

Bl- ND

,-- EXISTING CURB AND GUTTER

�---+--+- EXISTING 2" COPPER WATER LINE

� EXISTING 2" WATER METER TO REMAIN, NEW PRECAST WATER METER VAULT TO BE INSTALLED PER DETAIL 51 6.03

____________ I

� EXISTING 6" WATER MAIN

------EXISTING 2½" BACKFLOW

PREVENTER TO BE REMOVED

fUl

L_______________________ -- : --------1--------------------------------------------------•--------l

I

U1 $TORMWATER, ____ OAtE--.-......,?,f,

EXTERIOR BUILDING WALL-�

This document, together with the concepts and designs presented herein, as an

Instrument of service, Is intended only for the specific purpose and cllent

for which It was prepared. Reuse of and Improper reliance on this document

without written authorization and adaption by Klmley-Horn and Associates, Inc. shall be without llablllty to Kimley-Horn and Associates, Inc.

2/22/2015 K: \DUR_Roodwoy\011494050 (Institute Basementl\Plan \011494050_8FP .dgn

Pion View Basement

Storage Area (SCALE: 1 "=5')

Note: The layout of the RP7 bockflow preventer is schematic and for informational purposes only. Contractor will be required to investigate existing pipe layout, design the final system and submit shop drawings for approval. Work and design must be performed by a licensed plumber.

0::::

0::::

<C Q_

Kimley>>> Horn @. 2016

SCALE:

DRAWN 6Y Tl

NO. BY


Durham, North Carollna 27702- 1086 NC Llc. ;iF-0 102



REVISIONS

DATE NO. BY

2

FEBRUARY 2016

CHECKED BY Ms

SHEET

'°·

OATE BFP- I TOTAL

SHEETS

NOTES:

1) DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY SHALLCOMPLY 'MTH ASSE 1013 & AWWA C511.

2) DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLYSHALL COMPLY 'MTH ASSE 1015 & AWWA C510.

3) BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED'MTHIN 50 FT. OF THE METER BOX. OR DIRECTLY INSIDEBUILDING

4) BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTEREDON CONCRETE OR APPROVED FIBERGLASS MOUNTING PADAND CENTERED 'MTHIN ENCLOSURE.

DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY VARIES

5) MINIMUM IN SULA TED CLASS I OR CLASS 11, ASSE 1060WEA TH ER PROOF ENCLOSURE REQUIRED (HEATINGOPTIONAL).

6) OPTIONAL 120V GFCI ELECTRICAL RECEPTACLE TO BEINSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL CODE FOR OUTDOOR OPERATION.

7) PIPE MATERIAL SHALL CONFORM TO ONE OF THESTANDARDS LISTED IN TABLE 605.3 OF THE NORTH CAROLINA PLUMBING CODE

8) PROPERTY OWNER SHALL BE RESPONSIBLE FORMAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE 'MTH REPORTING AND TESTING REQUIREMENTS.

Note: Ball valve required upstream of all Irrigation Backflows.

DURHAM

6"MIN.

FLOW -

(SEE MANUFACTIJRER)

Lll'!--._ BALL VALVE

1'-0" MINIMUM

0

0

6" MIN.

CLASS 1 OR CLASS 2, ASSE 1060 INSULATED WEATHERPROOF ENCLOSURE ANCHORED TO CONCRETE OR APPROVED FIBERGLASS MOUNTING PAO

17'�- GFCI ELECTRICAL RECEPTACLE (OPTIONAL)

DRAIN PORT - PROVIDE POSITIVE DRAINAGE OUT OF ENCLOSURE (MINIMUM T'MCE THE SIZE OF RPZ)

llilL rTm----=1w,-. _,,. � 4" 3000 PSI CONCRETE

SLAB. DIMENSIONS PER BOX MANUFACTURER

MINIMUM 2" ANNULAR AREA

SPECIFICATIONS

0a.!l1J3Jlli- C

- FLOW

REVISION DATE: 07.11.11

STANDARD COMMERCIAL - 3/4"- 2½" OUTDOOR BACKFLOW ASSEMBLY. (Low Hazard) CITY OF DURHAM, NORTH CAROLINA

DETAIL No.

1 8 6 9 Department of Water Management CITY OF MEDICINE Cross Connection Control

Note: The layout of the is schematic and only. Contractor investigate existing final system and approval. Work performed by a

RPZ

for wil I

bockflow preventer informational purposes be required to

layout, design submit shop drawings

design must be licensed plumber. and

This document, together with the concepts and designs presented herein, as an Instrument of service, Is Intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this documenf without written authorization and adaption by K!mley-Horn and Associates, Inc. shall be without liabillty to Klmley-Horn and Associates, Inc.

2/22/2016 K,\DUR_Roadway\011494060 !Institute Basementl\Plan\01149406Q_BFP2.dgn

the for

CCC2011-003 SHEET 1 OF 1

2• TAP WITH

2• GATE VALVE

RIGHT-OF-WAYT

PRIVATE_

METER SIZE 1/2"

2"

DIMENSIONS

A B C 23 1 /2" 13" 12 1 /4"

17"

LOCATOR TAPE OVER COPPER PIPE--� o-,.L------2" TYPE "K" COPPER SERVICE

----2" THD,THD IBGV WITH :;._ _ _,/ STRAIGHT COUPLINGS, MALE THREAD , GRIP

JOINT (EA. SIDE) 2" TYPE "K"

SERVICE 1/8 BEND---�

CORPORATION STOP-- -- · · .. • COMMON

-,, � ·_ .

1 1 /2" OR 2" POSITIVE DISPLACEMENT WATER METER

!

I

I !

�

11 1· METER SETTER-------4-+��---+-+- �,,..-

/ �If 3'x4' PRECAST l tJ, CONC. VAULT------, I,� STRUCTURAL BRACING 1J � FOR METER SETTER--?"''f--h,¼.--- --H'--++-'"'-

1

NOTES:

1.

COPPER

26" X 36" ACCESS DOOR. REFER TO THE PRE-APPROVED PRODUCTS UST FOR MANUFACTURER AND TYPE

BUILDING SIDE

,1W�

1 1 /2" OR 2" TEST PLUG WITH HANOWHEEL VALVE

111=-1_ I.

r:, al/I "'

::, ::,

x <{ ::,

TYPE "K" ·v COPPER

WATER LINE

4" PVC DRAIN TO CATCH BASIN OR DAYLIGHT

See pre-approved product list for part information. -------------------------------1 DURHAM

�;r�;;:��•1�.�•ks City of Durham, North Carollna Volc•l•1•1 •••-432•

II 1 8 6 9

CITY OF MEDICl�E

Durham, N.C, 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov --------------..... ====== ..... =--------........ =;;;.;.;.

1 1/2" & 2"' POSITIVE DISPLACEMENT

WJ'\TEFt METER INSTALLATION

Meter Note:

SCALE: DETAIL# Not To Scale 2516.03

REVISION DATE: SHEET#: July, 2013 1 of 1

Water The shall

new be

precost water meter vault with City of

Standards, 1n accordance

Wc:iter and Sewer Durham with exception of the requirements for

side) be

it to be oversized water tight. It

tight and with

( 1 8" will

on one need to

to


and oversized

a sump pump. wil I

water pumping drawing drain will not

be required. be required. the some .

The All

information . IS

allow A shop4

,,

other SCALE:

DRAWN BY Tl

NO. BY

Post Office Box 1086 Durham, North Carollna 27702- 1086



NC Uc. #F-0 102

FEBRUARY 2016

REVISIONS

DATE NO. BY

2

CHECKED BY MS

DATE

SHEET '°·

BFP-2

TOTAL SHEETS

L V) 0-\":D

PARRISH STREET PEDESTRIAN DETOUR -:uo \110 \II ":D -\)>

z

CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION OF RAMP

DETOUR WILL ONLY BE PERMITTED DURING M&F BANK NON-WORKING HOURS OR AT NIGHT M&F BANK ACCESS MUST BE MAINTAINED AT ALL TIMES.

BUILDING FACE

SAFETY FENCE

DUE TO ANOTHER ROJECT, THE ADJACENT SIOEWA ALONG PARRISH STREET, WILL BE CLOSED

4' 1' 2' EXIST

WATER FILLED BARRIER

lWORK AREA

PROVIDE 4' x 4' LANDING AND 4' WIDE ADA COMPLIANT TEMPORARY WHEEL CHAIR RAMP WITH A 12:1 MAX GRADE

This document, together with the concepts and designs pr-esented herein, as an Instrument of service, Is Intended only for the specific purpose and client

for which it was prepared. Reuse of and improper reliance on this document

without written authorization and adaption by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.

2/22/2016 K,\0UR_Roadway\011494060 !Institute Basementl\Plan\011494060_PE0.dgn

PROVIDE 4' x 4' LANDING AND 4' WIDE ADA COMPLIANT TEMPORARY WHEEL CHAIR RAMP WITH A 12:I MAX GRADE

0 INST ALL SAFETY FENCE TO DELINEATE WORK AREA FROM PEDESTRIAN PATH

PROVIDE 4' x 4' LANDING ANO 4' WIDE ADA COMPLIANT TEMPORARY WHEEL CHAIR RAMP WITH A 12:I MAX GRADE

ATER FILLED BARRIER

. '•, ,

CITY OF DURHAM PUBLIC WORKS DEPARTMENT

APPROVED

STORM WATER _,,_ DATE ENGINEERING

�DATE_

TRANSPORTATION _...;&..,;:,=..:�DAT(:Ji/J1i.______ DATE _______ DATE_

· , ,

1--lJJ

1--V)

< ":(

'�

I

ROUTE

0

®

() I

M4-9b

30" X 24"

* DETOUR

TYPE III BARRICADE

M4-9b

30" X 24"

* DETOUR

TYPE III BARRICADE

I I

PLAN VIEW SCALE: 1" = 20'

SCALE:

D

LEGEND

BARRICADE

WORK ZONE



Our-hem, North Corollno 27702- 1086 NC Llc. "'F-0 102



FEBRUARY 2016

DRAWN BY TI CHECKED BY MS

, REVISIONS sam

"'1--�-�-��-�--1 1 PED- INO. BY DATE NO. BY DATE

2 TOTAL

SHEETS

THE INSTITUTE BUILDING BASEMENT RENOVATIONS

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