20151326 Ver 1_Sealed Plans_20170525

IocDSign Envelope ID: F7272FB6-48F1.40DC-AEC444A63AC3C18F
SUMMARY OF SITE PLAN AMENDMENT SCOPE:
• ADDITION OF 30 SURFACE PARKING SPACES ON THE NORTH SIDE OF THE SITE ALONG THE W. PETTIGREW STREET FRONTAGE, INCLUDING ASPHALT
` PAVING, CURB AND GUTTER, SIDEWALK, ETC.
• MODIFICATIONS TO NORTH PARKING DECK ELEVATION TO PROVIDE ACCESS TO THE SURFACE PARKING EXPANSION
• MODIFIED GRADING TO FACILITATE PARKING AND ACCESSIBILITY
• ADDITIONAL LANDSCAPING AS REQUIRED TO MEET VUA REQUIREMENTS FOR PARKING EXPANSION
• SHIFT BUILD -TO UNE TO WITHIN 12' OF EXISTING W. PETTIGREW CURBLINE
• ADDITION OF AN ORNAMENTAL FENCE ALONG THE RELOCATED BUILD -TO LINE BETWEEN THE PARKING DECK AND THE PUBLIC PORTION OF W.
PETTIGREW STREET
• SHIFT OF ORNAMENTAL FENCE (EAST SIDE OF DRIVEWAY) TO THE BUILD -TO UNE
GENERAL CONDITIONS OF APPROVAL
1. BUFFER AUTHORIZATION BY THE NORTH CAROLINA DIVISION OF WATER QUALITY (NCDWO IS REQUIRED PRIOR TO CONSTRUCTION DRAWINGS APPROVAL SITE PUN CHANCES OCCURRING AS A RESULT OF ALTERATIONS NEEDED TO RECEIVE BUFFER AUTHORIZATION
MAY RESULT IN THE NEED FOR A SITE PLAN AMENDMENT OR ANEW SITE PLAN BASED THE SCOPE OF THE REQUIRED CHANGES IF A SITE PUN AMENDMENT OR NEW SITE PLAN IS REQUIRED IT MUST BE APPROVED PRIOR O CONSTRUCTION DRAWINGS
APPROVAL CONTACT THE DURHAM CITY -COUNTY PLANNING DEPARTMENT AT 919-560-4137 TO DETERMINE IF A SITE PLAN AMENDMENT OR A NEW SITE PLAN WILL BE REWIRED.
2 ALL LANDSCAPING MUST BE IN PLACE PRIOR 70 A REQUEST FOR A CERTIFICATE OF COMPUANCE, CONTACT DURHAM CITY/ COUNTY PLANNING DEPARTMENT SITE INSPECTION STAFF FOR INSPECTION.
3. EACH LANDSCAPE COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE -INSPECTION FEE PAYMENT MUST BE RECEIVED BY THE DURHAM CIN COUNTY PLANNING DEPARTMENT PRIOR TO RE -INSPECTION.
4. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROP4RTES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY 00 NOT CAST
DIRECT LIGHT BEYOND THE PROPERTY UNE. IN ACCORDANCE WITH THESE STANDARDS;
a THE MAXIMUM ILUMINAIM AT THE EDGE OR THE PROPERTY UNE ADJACENT TO RESIDENTIAL ZONING IS 0.8 FOOT CANDLES
b. THE MAXIMUM ILLUMNATION AT THE EDGE OF THE PROPERTY UNE ADJACENT TO NONRESIDENTIAL ZONING IS 8.0 FOOT CANDLES
a THE MAXIMUM ILLUMNA71ON AT THE EDGE OF THE PROPERTY UNE ADJACENT TO A STREET 15 &D FOOT CANDIES.
d THE LEVET. OF UUMINATIOH AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN UDO SECTION 7.4.3A WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN THE LIGHTED AREA
a THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL WT -OF UGHTNG FIXTURES (FIXTURES DESIGNED O INSURE THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL UNE PARALLEL O THE GROUND) SHALL CO 30 FEET ABOVE GRADE.
t THE MAXIMUM HEIGHT FOR NON-DRECTONAL UGHTING FIXTURES WHICH ARE DEFINED AS FIXTURES DESIGNED O ALLOW LIGHT O BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL O THE GROUND. SHALL BE 15 FEET ABOVE GRADE, MEASURED O T14E
TOR OF THE FIXTURE
G: THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF PHOTOMETRIC SURVEY) PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED, ALL O TNS INFORMATION, INCUDING DETAILS, WILL BE REQUIRED ON BUILDING PUNS PRIOR TO
ISSUANCE OF BUILDING PERMIT.
5. CENTERLINE OF 30 FOOT MADE DRAINAGE EASEMENT FOR THE BENEFIT OF ADJACENT PROPERTY OWNERS NOT MAINTAINED BY PUBUC AUTHORITIES, NO BUILDINGS, STRUCTURES, FILLS EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT
ACCORDING TO THOSE IER MS
6. THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS RJ00D HAZARD AREAS, AS SHOWN ON FIRM PANEL 372008MOOJ DATED MAY 2. 200&
7. PINE STRAW NOTE: PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER 'WITHIN TEEN FEET OF ANY STRUCTURES CONSISTING O E%TEFtlOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE SECTION 48-87.
B. TEMPORARY OR PERMANENT ROADWAYS O ALL-WEATHER DRIVING SURFACE, CAPABLE OF SUPPORTING A 75,000 POUND VEHICLE WEIGHT. SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT O BUILDING CONSTRUCTION ACTMTIES THESE ROADWAYS SHALL
BE EXIMM WITH 714E PROGRESS OF CONSTRUCTION SO THAT.
a ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO GREATER THAN 150 FEET TRAVEL DISTANCE FROM A ROADWAY
b. FIRE DEPARTMENT CONNECTIONS (FOC), ETHER TEMPORARY OR PERMANENT, ARE NO GREATER THAN 100 FEET TRAVEL DISTANCE FROM A ROADWAY.
0. TEMPORARY WEATHER -RESISTANT STREET SIGNS O STANDARD SIZE AND LETTERING SHALL BE PROVIDED AT THE INTERSECTIONS OF TEMPORARY OR PERMANENT ROADWAYS AND. SHALL REMAIN IN PLACE UNTIL REPLACED BY PERMANENT SONS.
10. FRE HYDRANTS, AS SHOWN ON THE APPROVED SITE PLAN, SHALL BE PLACED IN SERVICE AND MADE AVAILABLE TO THE FINE DEPARTMENT AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. NO CONSTRUCTO4 FENCING OR OTHER BARRIERS ARE O BE
PLACED BETWEEN THE ROADWAY AND THE HYDRANTS WITH MINIMUM 3 FEET WORKING CLEARANCE AROUND HYDRANTS HYDRANT SERVICE SHALL BE EXTENDED WITH THE PROGRESS OR CONSTRUCTION SO THAT
a- ALL POINTS AROUND THE PERIMETER O A BUILDING UNDER CONSTRUCTION IS NO GREATER THAN 500 FEET TRAVEL DISTANCE FROM A HYDRANT,
b. FIRE DEPARTMENT CONNECTIONS (FDC). EITHER TEMPORARY OR PERMANENT, ARE NO GREATER THAN 50 FEET TRAVEL DISTANCE FROM A HYDRANT.
11, A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR O THE ISSUANCE O A LINO-MPURBANCE PERMIT,
12 IF AN OFFSITE SOIL SPOL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPCIL/BORROW SITE MUST BE INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT UNLESS THE EP(XL/BORROW STE ALREADY HAS A LAND -DISTURBANCE
PERMIT.
13. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES O CONSTRUCT SAID IMPROVEMENTS PRIOR TO THE ISSUANCE O ANY CERTIFICATE O: OCCUPANCY IN A MANNER THAT WILL ALLOW THEM O FUNCTION AS NOTED ON THE PLAN
AND IN ACCORDANCE WITH NCDOT AND CITY O DURHAM STANDARDS AND POUCHM THIS INCLUDES fftE APPROPRSATL� BUT IS NOT LIMITED TO: ADEQUATE TRANSITION TAPERS ALIGNMENT O LANES THROUGH INTiRSECTCNS ASSOCIATED SIGNAL
MODIFICATIONS PAVEMENT MARIONGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS, AND BIKE LANES THE APPLICANT ALSO: ACCEPTS THE FINANCIAL RESPONSBILITY FOR ACQUISITION O ANY
ADDITIONAL RIGHT-OF-WAY NECESSARY O ACCOMMODATE THESE IAPROVEMENTS. AND ANY REWRED SIDEWALK CONSTRUCTION.
14. THE LOCATION OF THE SIDEWAU( SHOWN ON THIS PLAN IS SCHEMATIC A CITY O DURHAM AND / OR NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR O ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS, PLEASE CONTACT THE CITY OF
DURHAM ENGINEERING CONSTRUCTION. INSPECTION OFFICE AT 560-4326 FOR A PRE -CONSTRUCTION. CONFERENCE AND FIELD VISIT PRIOR O ANY WORK ON THE PROPOSED SIDEWALK.
SPECIAL CONDITIONS OF APPROVAL
1. AN EXECUTED LEASE AGREEMENT FOR IMPROVEMENTS AND USES PROPOSED IN THE NORTH CAROLINA RAI. ROAD RIGHT O WAY SHALL BE PROVIDED TO AND VERIFIED BY THE PLANNING DEPARTMENT PRIOR O THE ISSUANCE OR ANY BUILDING OR LAND
DISTURBANCE PERMIT.
Y
2. APPUCAM ACKNOV,LEDGES THAT ALL SURFACE PARKING AND ASSOCIATED LANDSCAPE AND STREETSCAPE IMPROVEMENTS SHOWN VATHIN THE FUTURE GO TRIANGLE RESERVATION AREA ARE TEMPORARYAND VAU BE REMOVED INCONJUNCTION WTH THEFUTURE GO TRIANGLE FAIL^ 1.
IMPLEMENTATION PROJECT, )
i A.- c..+.�..., u�..�.-,�.�...A�..,��A,�...�...�..,....�..��.�,�-....�.. .. n_._,..-._,�....1.n._t,.,..�...-�+_..,�....��.............-v... ,wti._�......+r_..w�._,.,.�. ti, ti.� �..ti...,�. �,.�..�. .. >�......� ....._.ti. w.J
PUBLIC WORKS CONDITIONS OF APPROVAL
1. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) SHALL SUBMIT THREE (3) SETS OF CONSTRUCTION DRAWINGS O THE PUBLIC WOWS DEPARTMENT
WAXOPME14T RENEW FOR REVIEW AND APPROVAL CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION (SEE :CONSTRUCTION PLAN: APPROVAL
PROCESS). THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL„ CITY OFFICIALS SHAD- REVIEW ALL SIMS, MATERIALS. SUOPES LOCATIONS.
EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES (WATERLUNES. SANITARY SEWER UNES AND STORM DRAINAGE CONVEYANCE SYSTEMS) FOR COMPLIANCE WITH: ALL APPLICABLE
REGULATORY STANDARDS, SPECIFICATIONS AND BEST MANAGEMENT PRACTICES
2 THE DESIGNING PROFESSIONAL (A NOPE, NOBLE OR NORIA - AS REWRED) SHALL SUBMIT ONE (1) SET OF AS -BUILT DRAWINGS O THE PUBLIC WORKS DEPARTMENT -. DEVELOPMENT
REVIEW(. FOR RENEW AND APPROVAL AS-BULLT OPAWNG APPROVAL IS REQUIRED PRIOR O WATER METER INSTALLATION AND/OR SANITARY SEWSR SERVICE CONNECTION AND PRIOR
O ISSUANCE OF A CERTIIOXIE OF OCCUPANCY:. .
3. FIRE FLOW ANALYSIS REQUIRED FOR RENEW. AND APPROVAL AS PART OR THE CONSTRUCTION DRAWING APPROVAL PROCESS. O SCHEDULE A FLOW TEST COMPLETE THE ONLINE
APPLICATION QUTTP_//OURHAMNCGOVASjDMRL- -QW=QST-FtEOUFSTT,
4; WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR O COMMENCING WATER MAIN INSTAILATON.
& SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING SANITARY SEWER AMAIN INSTALLATION.
6... AN ROBOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED.
7. AT A MNIILIM. THE STORMWAT7R DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED BY THE MINIMUM STANDARDS O THE MOST RECENT EDITION OF THE CITY OF DURHAM
( M REFERENCE GUIDE FOR DEVELOPMENT (ROD) AND ANY LETTERS TO INDUSTRY (POSTED CRR THE CITYS WEBSITE THAT ARE IN EFFECT THE DATE CONSTRUCTION DRAWINGS ARE
RECEIVED FOR REVIEW BY THE CITY.
& FINAL DESIGN CALCULATIONS FOR THE ST MWAIER CONTROL MEASURE(S) (SCM(a REQUIRE THE USE OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR -20 OR HEC -I
MODELS FOR EACH SCM. AS APPUCABLE, STAGE -STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAP14S ARE REQUIRED. ALL TABULATED DATA INCLUDING CALCULATIONS
SHOWING THE LIMITING DISCHARGE. WHETHER ORIFICE, WEIR, BARREL. OR OUTLET CONTROL AS APPROPRIATE I$ REQUIRED. HYODCAD. HYDRAFLOW HYDROGRAPHS AND PONDPACK
ARE COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS WHICH INCORPORATE ROUTINti METHODOLOGY ACCEPTED BY THE CIN.
B. USE FOR MULTI -FAMILY AND DINER TYPE DEVELOPMENTS STOdIWATER CONTROL WASURE(S) (SCMESD PERMIT %1S); THE EXECUTED STOMWATER FACILITY AGREEMENT AND COVENANTS
(PREPARED BY THE CITY OF DOWAM STORWIVATER DEVELOPMENT RENEW SECTION) AND EITHER A PAYMENT INTO: TE STORMWATIR REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE
SECURITY ARE REQUIRED FOR ALL SOM(S) ASSOCIATED WIN THIS DEVELOPMENT. CONSTRUCTION O THE DEVELOPMENT IS NOT ALLOWED O COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN
ACCORDANCE VAIN THE TERMS AND T CNS OU IM IN THE STWNWATER FACILITY AGREEMENT AND COVENANTS OR IN ACCORDANDE WITH WRITTEN RD= THE DESIGNER SHALL SUBWT A
SEALED EIG NEERS CONSTRUCTION COST ESTIMATE FOR EVERY SOM PROPOSED IN THE DEVELOPMENT PRIOR O APPROVAL O THE CONSTRUCTION DRAWINGS IF A. RNAW& GUARANTEE IN THE FORM
OF PAYMENT HIO TO STO MWATR REPLACEMENT FUND 15 UTILIZED.
10. AN AS -BOUT CUMCAIM FOR THE STDRMWATM CONTROL MEASURES) (SCKSD. PROVIDED BY THE BRP CERTIFYING ENGINEER (RCE). IS REQUIRED. THE AS -&ACT CERTIFICATION SHALL BE
SU&JTTED N ACCORDANCE WITH THE CITY OF DURHAM BCE PROGRAM. REFER O SECTION B.B. GMP CERTIFYING ENOINIM PRDORAY FGR SIORAWATER &RPS IN THE CITY O DURHAM. O THE
REFERENCE GUIDE FOR DEVELOPMENT. THE SCM AS -BUILT WITIFICATION(S) SHALL BE APPROVED BY THE STORMWATFR DEVELOPMENT.RENEW SECTION PRIOR O ISSUANOE O ANY FINAL
CERTIFICATES OF OCC,WPANCY/COMPUANOE FOR DEVELOPMENT, CORN THE FXCFPTION O iW4EN AN APPROPRIATE CONSTRUCTION SEIXISN HAS SEEN PROVIDED FOR SHOE FAMILY OR TOWN40I
BEYELOPMENt WITH THIS PRONGED CONSTRUCTION SECURITY, CERTIFICATES O OCGUPANCY/COHPUANCE CAN BE ISSUED FOR PERCENTAGE O SINGE FAMILY LOTS IN ACCORDANCE WITH QTY
I1: STORMWATTR CONTROL WEASURE(S) (SCMjSD DESIGN CALCULATIONS WILL NOT BE REVIEWED OR APPROVED WIN THE SITE PLAN/PROJI NARY PLAT SUBMITTAL. All SON DM MS WILL BE W&VIED
AND APPROVED DUPING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS. R AT THE TME OF WNSTRUCnON DRAWING SUBMITTAL, IT IS FOUND THAT THE PROPOSED SCM 1 �S ORDINANCE
PROP,LL.Y AOESM& OR OTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE. IT IS THE RESPONSIBILITY O THE APPLICANT TO INSURE THAT THE APPLICABLE. STDRMWAitx ORDINANCE
REQUIREMENTS ARE MET.. A REVISED SITE PUN OR PRIBUMINARY PAT MAY BE REQUIRED IF TO ORIGINALLY PROPOSED $0 M(S) ARE FOUND INSUFFICIENT. NOT: PROPERLY ACCESS" OR
UNSUITABLE AND ALTERNATIVE SOA(S) WIN ASSOCIATED EASEMENTS ARE REQUIRED. .
12 THE DEVELOPER/CONTRACTOR SHALT. SCMEWIE A PRECONSTRUCnON MEETING WIN THE STORMWATER DEVELOPMENTTHE SCM WLL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION AND EROSION 00147M) REVIEW SECTION PRIOR TO COMMENCING WOW ON .ANY STYXOIWATER CONTROL
E THE
P�GUWM SOUITOM EREETING SHOULD LO MEDDLED PRIOR TO CONSTRUCTION OF THE We CALL Bi&�5815-4328 ..EXT, 30238 SCHDUUE REQUIRED MEEiNO A MIMDEMCIE, To BE CONVERTED TO A PERMANENT SCM AT A LATER" OF TREE
BUSINESS DAYS PRIOR OTE DESIRED MEETING DATE TIS IS IN ADDITION O OTTER PRECONSiRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL, ENONEE TNG INSPECTION%.ETC.
13. USE FOR DMOPMQNT3 OTHER THAN SINGLE FAMILY DETACHED, 70VMHOME AND DUPLEX RESIDDIIAL DEVELOPMENTS.MAKIG USE O A NUTRIENT BAWL AND/OR'THE HORTH CAROLINA DINSIGH OF
MTICATOR £ERNCES (NO ECOSYStE1i WIANCEMENT PROGRAM) WHEN INSUFFICIENT CREDITS ARE AVAILABLE FROM THE NUTRIENT BANS O RECEVE SITE PIANJJpP PLAT APPROVAL FOR
OEVE.OMENIS 01FER THAN SINGLE fAMI-Y DEUg1ED, TOWNH(Wff AND DUPLEX 1&9ONnAL OEVILOPMEINT5 THAT ARE MAONG USE O NUiRE}NT BMJISS OR NCE4'P. APPROVAL O THE SITE
PLAI/PREIMINARY PLAT IS CONTINGENT UPON THE PURCHASE O NUTRIENT CREDITS OJ M
IF A REVISED STE PLAN/ NARY PAT IS SJOAMED FOR THIS DEVELOPMENT. THE REVISED SITE
PAN/PIOUMINANY PUT WILL BE SUBJECT O ANY ORDINANCES IN PUCE AT TO TME O THE REVISED SITE PL.ANAIREDI IARY PAT SUBMISSION. PRIOR O TO APPROVAL OF TO SITE
FLAM/=UIWARY PUT. A LEfiER/RECEBPT SIOWNG THE PURCHASE O THE NUTRIENT CREDITS FOR THIS DEV4DPMENT AND A COY O THE NUIMEWT BANK LEDGER E APPUCAQ& SHOWNG THE
OTAICC NUTRIENT CREDITS AV MINUS ANY APO ALL DEDUCTIONS. IS O BE PROVIDED TO THE STDAMWATR DEVELOPMENT RENEW SECTION.
CITY O DURHAM STANDARDS AND SPECIFICATIONS ARE TO BE USED,
Ki ley))) Horlo 1
421 FAY07EYILLE STREET, SUITE 600, RALEIGH, NORTH CAROLINA 27604
PHONE: [phone] FAX. [phone]
{*NOTE I: THIS IMPERVIOUS TOTAL REPRESENTS THE NEWLY PROPOSED PARKING AREA. THIS AREA WAS INCLUDED IN THE ORIGINAL SITE PLAN APPROVAL.)
DRAWINGS FOR;
WEST PETTIGREW
G NNSION
ECK PARKIN EXPA"k
No
NIVEMIVARL
_ VIRGINIA _ _ _ _
NORTH CAROLINA
�
OXFO D
S�
F90JECT \1 85) 1
LOCATION I Lc olsaurc
GREENSDORO
0 70
DURHAM
WAKE FOREST
CHAPEL. 10 /'^1
HILL 1440
RALEIGH
Y
64
15 CAR
ASN680R0 GARNER CLAYTON
J
40
SANFORD FUQUAY�-VARINA
PROJECT LOCATION
NTS
VICINITY MAP
NTS
SITE DATA <
WEXFORD SCIENCE + TECHNOLOGY
ADDRESS
704 West Pettigrew Street, Durham, NC2770f(Plat Number BK: 196; PG: 135
Reference-33S)i,
NAME OF DEVELOPMENT
WEST PETTIG RELY STREET DECK
APPLICANT
WEXFORD SCIENCE+TECHNOLOGY, 801W: BALTIMORE STREET, SUITE SOS, BALTIMORE, MD21201,ATTN.: MR. JUSTIN PARKER,
PH. [phone]
PIN
0821-07.6$-1660.SP (Reference Plat Number $K: 196, PG 1.35.135} I
PH. [phone]
JURISDICTION
CITY OF DURHAM
NORT14
_
CURRENT ZONING
DESIGN DISTRICT -SUPPORT I (DD -Sl)
SITE PLANNING
HI
DESIGN DISTRICT- SUPPORT I(DD-51)
roa
TIER
DOWNTOWNTIER -
421 FAYETTEVILLE STREET, SUITE 600
WATERSHED
ELLERBE CREEK '
- - -
RIVER BASIN
7,
PH. [phone]
OVERLAY DISTRICTS
N/A
CJMW ARCHITECTURE
SITE
134 AC
ame Ave
PROPOSEDACREAGE ?
3.12 AC ?
MR. JOHN DD
DISTURBED AREA
4.12 AC
�. f
CURRENTUSE
VACANT/PARKING
PROPOSEDUSE
PARKING STRUCTURE /SURFACE PARKING
EXISTING IMPERVIOUS SURFACE (1999 YR)
59.2%(97,199 SF / 163,311 SF) .,,
Wi(&exson Mile
PROPOSED IMPERVIOUS SURFACE
' Iuv fig »�.
lnspe ;uon Ices WRIT be chw
PROPOSED PERVIOUS AREA
37.05% (60,514SF / 163,311 SF)
EXISTING BUILDING GROSS FLOORAREA.
OSF
BUILDING FLOORAREA TO BE DEMOLISHED
OSF
PROPOSED NEW BUILDING FLOOR AREA
216,000 SF (COMMON LOBBY SPACE: 414 SF)
i
TOTAL PROPOSED BUILDING GROSS FLOOR AREA
216,OOOSF
EXISTING. BUILDING HEIGHT
01HY,
PROPOSED BUILDING HEIGHT
58'-6'
MAXIMUM BUILDING HEIGHT
100'-0"
FLOOR AREA RATIO
N/A
PROPERTY BUILD-TO/SETBACKS .BUILD
EXDnT S(
BUILD -TO LINE(GREGSON ST.)MIN. -"d'}YvTA'X. =12"-78`�✓
BUILD -TO LINE(BURCH AVE.)MIN-=O',MAX.=12'-18'
Dtt
BUILDING COVERAGE PERCENTAGE
25PA
EXISTING PARKING COUNT
r4ill St,
PROPOSED PARKING COUNT
CALCULATION RATE
REQUIRED
. O
NON -HANDICAP PARKING SPACES
MIN. REQUIRED= NONE
MAX. REQUIRED= NONE
N/A
PDECK=
rTOTAL
SURFACE =167 SPACES
689SPACES )
=$56 NON -HANDICAP SPACES
HANDICAP PARKING SPACES
101- 150SPACES REQUIRES S HANDICAP SPACES
501- 1,000SPACES REQUIRES 2%OF THETOTAL
SPACES PROVIDED BE HANDICAP SPACES
m:
SURFACE =6 SPACES (VANSPACES=1)
n St
TOTAL= 21 HC SPACES (VAN SPACES 4)
JaP:kSON S£'
1 SPACE PER 2,500 SF OF USEABLE FLOOR AREA
U
1 RACK = 2 BIKE SPACES
:r
CALCULATION RATE
REQUIRED
PROVIDED
W. PETTIGREW STREET IS" OF FRONTAGE)
VICINITY MAP
NTS
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE-
DATE-
SITE
ATEDATE
SITE PLAN AMENDMENT TO PREVIOUSLY
APPROVED SITE PLAN, DURHAM CASE NUMBER:
D1500262
NOR IT[
EDEN
DATED: SEPTEMBER 15, 2015
PROJECT OWNER
AND CONSULTANT
APPLICANT
SITE DATA <
WEXFORD SCIENCE + TECHNOLOGY
ADDRESS
704 West Pettigrew Street, Durham, NC2770f(Plat Number BK: 196; PG: 135
Reference-33S)i,
NAME OF DEVELOPMENT
WEST PETTIG RELY STREET DECK
APPLICANT
WEXFORD SCIENCE+TECHNOLOGY, 801W: BALTIMORE STREET, SUITE SOS, BALTIMORE, MD21201,ATTN.: MR. JUSTIN PARKER,
PH. [phone]
PIN
0821-07.6$-1660.SP (Reference Plat Number $K: 196, PG 1.35.135} I
PH. [phone]
JURISDICTION
CITY OF DURHAM
CIVIL &LANDSCAPE ARCHITECTURE
_
CURRENT ZONING
DESIGN DISTRICT -SUPPORT I (DD -Sl)
SITE PLANNING
PROPOSEDZONING
DESIGN DISTRICT- SUPPORT I(DD-51)
WIN 27101
TIER
DOWNTOWNTIER -
421 FAYETTEVILLE STREET, SUITE 600
WATERSHED
ELLERBE CREEK '
- - -
RIVER BASIN
FALLS LAKE
PH. [phone]
OVERLAY DISTRICTS
N/A
CJMW ARCHITECTURE
EXISTING ACERAGE :
134 AC
LIGHTING
PROPOSEDACREAGE ?
3.12 AC ?
MR. JOHN DD
DISTURBED AREA
4.12 AC
1151 SE CARY PARKWAY, SUITE 200
CURRENTUSE
VACANT/PARKING
PROPOSEDUSE
PARKING STRUCTURE /SURFACE PARKING
EXISTING IMPERVIOUS SURFACE (1999 YR)
59.2%(97,199 SF / 163,311 SF) .,,
41.j arid re-
PROPOSED IMPERVIOUS SURFACE
62.95%(102,797 SF/163,311 SF *SEE NOTEi'.
lnspe ;uon Ices WRIT be chw
PROPOSED PERVIOUS AREA
37.05% (60,514SF / 163,311 SF)
EXISTING BUILDING GROSS FLOORAREA.
OSF
BUILDING FLOORAREA TO BE DEMOLISHED
OSF
PROPOSED NEW BUILDING FLOOR AREA
216,000 SF (COMMON LOBBY SPACE: 414 SF)
i
TOTAL PROPOSED BUILDING GROSS FLOOR AREA
216,OOOSF
EXISTING. BUILDING HEIGHT
01HY,
PROPOSED BUILDING HEIGHT
58'-6'
MAXIMUM BUILDING HEIGHT
100'-0"
FLOOR AREA RATIO
N/A
PROPERTY BUILD-TO/SETBACKS .BUILD
-TO LINE (W. PETTIGREW ST. MIN:.=12, MMX.=18'2
BUILD -TO LINE(GREGSON ST.)MIN. -"d'}YvTA'X. =12"-78`�✓
BUILD -TO LINE(BURCH AVE.)MIN-=O',MAX.=12'-18'
SETBACK (WEST PROPERTY LINE) MIN. -0, MAX. =2S
BUILDING COVERAGE PERCENTAGE
25PA
EXISTING PARKING COUNT
UNKNOWN
PROPOSED PARKING COUNT
CALCULATION RATE
REQUIRED
. O
NON -HANDICAP PARKING SPACES
MIN. REQUIRED= NONE
MAX. REQUIRED= NONE
N/A
PDECK=
rTOTAL
SURFACE =167 SPACES
689SPACES )
=$56 NON -HANDICAP SPACES
HANDICAP PARKING SPACES
101- 150SPACES REQUIRES S HANDICAP SPACES
501- 1,000SPACES REQUIRES 2%OF THETOTAL
SPACES PROVIDED BE HANDICAP SPACES
SHANDICAPSPACES
DECK =704*0.02=14.08 SPACES
SURFACE =6 SPACES (VANSPACES=1)
DECK= 15 SPACES (VAN SPACES =3)
TOTAL= 21 HC SPACES (VAN SPACES 4)
BIKE PARKING SPACES
1 SPACE PER 2,500 SF OF USEABLE FLOOR AREA
414 SF PUBUC USEABLE FLOOR AREA
/2,500=1.17 BIKE SPACES
1 RACK = 2 BIKE SPACES
STREETSCAPE AMENITIES
CALCULATION RATE
REQUIRED
PROVIDED
W. PETTIGREW STREET IS" OF FRONTAGE)
ONE LF OF SEATING PER EVERY 15 LF OF
FRONTAGE& ONE WASTE RECEPTACLE PER
EVERY 150 LF OF FRONTAGE
544/15=36 LF OF SEATING
36 LF OF SEATING
544/ 150= 4 WASTE RECEPTACLES
4 WASTE RECEPTACLES
GREGSON STREET(23TOF FRONTAGE)
ONE LF OF SEATING PER EVERY 15 LFOF
FRONTAGE& ONE WASTE RECEPTACLE. PER
EVERY 150 LF OF FRONTAGE
233/15=16LFOFSEATING
18 LF OF SEATING
233/ 150=2 WASTE RECEPTACLES
2 WASTE RECEPTACLES
RCH AVENUE (16V OF FRONTAGE)
�u"...........�.....,,.,...;,.,..,.., ,. .:..,.,...ti �....-.-.. i..:
ONE LF OF SEATING PER EVERY I5 LF OF
FRONTAGE& ONE WASTE RECEPTACLE PER
2E,EaQNjNE -..-.-..,..,,..,.-.,_...v...16$L.7.-i0.=..1
168/15=11 LF OF SEATING
12 LF OF SEATING
JNA$TE.RECEBTACtE.,,...,..WASTE
-RECEPTACLE
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE
STORM WATER DATE
TRANSPORTATION DATE
DATE-
DATE-
SITE
ATEDATE
SITE PLAN AMENDMENT TO PREVIOUSLY
APPROVED SITE PLAN, DURHAM CASE NUMBER:
D1500262
NOR IT[
EDEN
DATED: SEPTEMBER 15, 2015
PROJECT OWNER
AND CONSULTANT
APPLICANT
STRUQTURAL
WEXFORD SCIENCE + TECHNOLOGY
KIMLEY-HORN AND ASSOCIATES, INC.
801 W. BALTIMORE STREET, SUITE 505
421 FAYETTEVILLE STREET, SUITE 600
BALTIMORE, MD 21201
RALEIGH, NC 27601
MR. JUSTIN PARKER
MR. ADAM COCHRAN
PH. [phone]
PH. [phone]
C301
FAX [phone]
CIVIL &LANDSCAPE ARCHITECTURE
GRADING, DRAINAGE AND EROSION CONTROL PLAN
STiMMEL ASSOCIATES
SITE PLANNING
NORTH TRADE STREET
LANDSCAPE PLANTING PLAN
WIN 27101
KiMLEY-HORN AND ASSOCIATES, INC.
MR. KELWAY HO R
MR. KELWAY HOWARD
421 FAYETTEVILLE STREET, SUITE 600
PH. [phone]
RALEIGH, NC 27601
- - -
MR. RICHARD BROWN, PLA
PH. [phone]
ARCHITECTURE
FAX [phone]
CJMW ARCHITECTURE
119 BROOKSTONE AVENUE, #100
LIGHTING
WINSTON-SALEM, NC 27101
MR. JOHN DD
ED!
PH. [phone]-1503.
1151 SE CARY PARKWAY, SUITE 200
CARY, INC 27518
MR. GLENN KEY
SHEET LIST TABLE
Sheet Number
Sheet Title
GOOD
COVER SHEET
C100
EXISTING CONDITIONS & DEMO PLAN
SD100
PROPERTY RECOMBINATION PLAN
C300
SITE PLAN
C301
SITE DETAILS
C405
GRADING, DRAINAGE AND EROSION CONTROL PLAN
C510
EROSION CONTROL & STORM DETAILS
L103
LANDSCAPE PLANTING PLAN
L104
LANDSCAPE NOTES, SPECS & DETAILS
TR101S
STRIPING PLAN LEVEL P1
A205
EXTERIOR ELEVATIONS
- - -
PLAT - STREET CLOSURE
02/02/1
REVISIONS PER
2ND REVIEW / SITE PLAN AMENDMENT
MKB
12/20/16
REVISIONS PER
1ST REVIEW / SITE PLAN AMENDMENT
MKB
DATE
DESCRIPTION
BY
APPROVALS,
est be on
ifw,
&
41.j arid re-
lnspe ;uon Ices WRIT be chw
1. 1. siP
T
i
e
y-
t
.mY= "3f i<,saL«d Vi ��TJ)JS.;atl
This document, together with the concepts and designs
presented herein, as an instrument of services, 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 adaptation by Kimley-Horn
DURHAM SITE PLAN CASE NUMBER: and Associates, Inc. shall be without liability to Kimley-Horn
and Associates, Inc.
M A 0 ! / Q 7 Copyright Kimley-Horn and Associates, Inc., 2016
DATE:
NC CERT. OF AUTH= #F-0102 September 6, 2016
•:NUMBER:�

locuSign Envelope ID: F7272FB6-4BF1-4DDC-AEC4-44A63AC3C18F
-ASPAHLT AREA OUTSIDE OF FENCE
f/r�,`" CENTERLINE OF NC
RAILROAD TRACK
MAG
PIN: 0821-07-58-8878 ♦ xY�� e�G�
OWNER: DUKE
UNIVERSITY
#0
DB:
DB: 437 PG 863�.`� 100.0'
PD: 45 PG 91� K
ZONING: DD -S1
TIER: DOWNTOWN
LAND USE: COMMERCIAL
WAREHOUSE STORAGE
♦ DELTA -04'0'
WILKERSON AVENUE AND PUBLIC UTILITIES ♦ r ✓f'S = S 47.4324 EXISTING FENCE AND +
a T=101.68'- 1 k ASPHALT TO REMAIN'
SCHEDULED FOR DEMO IN CONJUNCTION ♦ I 0 _
WITH D1500262 AND SITE PERMIT NUMBER: ; ' ♦ C t Y R�=203.26' -*
CH. 03.22'
PW1601528
EXISTING FENCE & GATE TO
40 0' EXISTING ASPH7 FENCE REMAIN
EXISTING ASPHALT TO BE ♦ I r; / ' + TO BE REMOVED ( R END OF PUBLIC ACCESS & MAINTENANCE
REMOVED ` Iy5 s3= C" j 9 VERIFY L1MITS} 2
5 GRAVEL OF WEST PETTIGREW STREET
�g4 �py.. ♦ ( pa -1 ' __ ' x' - c EXISTING WILKERSON
EXISTING CURB & GUTTER TO
BE REMOVED ♦ ♦ AVENUE TO BE CLOSED
♦ - ,1}>'
EXISTING CURB &
GUTTER TO BE REMOVED
♦ " t T _POB S 89.18 "W
♦ � 139.30
- SSMH RIM 395.07 _ MH Q
♦ -_
INVERT IN(W) J88. 12 A LT � 1 GEWM of
INVERT IN($) 3e797 V WILK A , urircuo aAcr
Kms`' S SS `-♦ - - SS-- INVERT T J87_57 ss VE ss ss ss
s
-.
wto
-- w i; M,4RD--READERw w % -
MON. WELL
CENTERLINE OF NC
RAILROAD TRACK
BUILD -TO LINE PER UDO
SECTION 6.12.3
Af 88'5 '10" E 0 CONC S N8 354" Ell _ rB92 POB 4► ��
" 93.59' 00'/ AGA¢ 5 A P N 89?3<54" 53.53' POB
- �^ I`�) ;C, ,..��-( i / 't - .. �� ✓� 24 ' Nri�-'"-sFd` Lk -i 'r GRAVEL
t
♦ F _ \!1 I _ w. GRAVEL
��C f` 9496 -�- J C
1 sc48
{� q
>- 7.05 � GRAVEL
a m _ kti . UUNDAT(DN k
,
:s_ h�� Iry ,.. C1'' . D TA=01 '0 NX _ ss, 0'
«x- N
r a-- `
H M 394.:52 z;,,,x C NI�RiWOOD G r5 W A o0
l gg
�� tryY�ERT 385.-32 { '+5
O9 7 V
aN✓ERT, 358,22 k _ iro VEL
' o > fl ,hl� k?�/i GRAt= 6 s' tKtik 3$3`9q3
; G C; , CPL L .36' ♦ g°( F .INV trV .38508
�O
rs (`t / �., ��� �u o l '3B? RF)38z.99
11. ` ' :1� >> 1 Z" ` I 7 *2t ✓ I<r 382. R INV. 382.98
x / ee,.� qut,y iti
INV. 382.90
.. roe 394.09 � -h �; :. � m C,'lNb7M2.95
' ,7 Q t INV. IN 38358
-..-....-fMVER7.3S8:'.5s -.- IMrERT F -x . EX,� 1 b '3`TOR SEWER 4 rc4 i , 6
K4 �� s` i £ASE % BB4G 57
4#�`. - h-t_NV. OUT 2 PIPES) 38330
�" rW ( )
RQ�vo�
k; • 9 DELTA=01 '49" h��.
i am, �P i ,: -) -� _� � CN N 53 '42" W �� U! ♦ \\\
rz,
d� V��
7oP aF s z23ss _ ._ _ _ _ ., I \ A 1u T=38.8' �O,
N \
C' Y�fNVERT IN s. ...� r, C'j"?'' - .,(� L �,: d. q�, 29' 1.79' S� -
.,�i INVFR7 Ott? SS v / l �t� / ul S ' �6 O� CH: 6.76
76.75'
0(z)" '?INV. 384.89iNV
IN 3I4 G
eoG �! INV, a S ` ' S S' ut { I 3
��
GRAVEL EL
HARD{R0 S,.
` CONCjBR/CK s /t X� T
C -
1\ j FOUNDATION
GRATE 389.47 �' RtM Sd!!f0
(W)INV. 1N 387.84 5c, r .... S
)4i�`�'"i n •_ `(.F)tNV. IN 384.32
rt 3 � 0/IK(E11Nu -nur 383.7Q1 N
' .. INV IU 380.35
NL)NV. JUT (2 PIPES) 383.90
rrr 87 8,
ti , ('71 � �- '�.�&;`'`����` �'`tu � _ �"�� �� �� � � t z 1N ss474
32.165, J , (- , s�/ �;�1; �.r r r on
Y `. rn - jl�&V. OUT .584.59
k.
iii � .
a
SIGN ACCESS EASEMENT- 1 ty v�
� ��i � �� ETAL COLUMN tv � CONC �
5150 PG 149 (EXCEPTION / FOR SIGN p as i 7 t r + % S GRAVEL W 14
r
SIGN EASEMENT -see DD 5750 PG " i 5 IWK N' 9 �N 89'44'16" E
149 (EXCEPTION 11) S 44'33'09" E - �.G. (\ ' .6.. ,. ,,, ` .. hOS7r.. A ! 1' r�•. 388.42
t
1
.%9 -4!, `.,V._e .r." �.C.:; >:'t ! N tN OUT 384.47
I
0,71',� �� /r... Oi �t �'j
�.
16l 5
oTroM of t5 7.4 30
S 42'11'02'" f' ; CATWALK 43 ��� � � ASPHALT a
w
11.38''
VIEW EASEMENT -see DB
5150 F 149 .� t1 '".J ( Y 1MBER REi: I- j 1♦ �_C'ti nom+
WALL oa
PROPER LIP
t 0. REMAIN, SE '
1 �' TIMBER RET: PLAN SHEET
WALLy TIMBER
RU
ET
• "� J ' GRlilE 386.46WALL"
INV. OUT 38851
PIN: 0821-07-68 A\(
PID: 211382
OWNER: SEHED
DEVELOPMENT CORP
DB: 6547 PG 891
PB: 183 PG 374
t. a
ADDRESS: 704 W.
PETTIGREW ST,
LOT AREA: 10,411.02 SF ASPHALT
ZONING: DD -S1
TIER: DOWNTOWN
LAND USE: VACANT
PIN: 0821-07-68-2348
OWNER: WILLIAM B &
CAPRICE FIELDS
DB: 2117 PG 988
ZONING DD -S1
TIER: DOWNTOWN
LAND USE: VACANT
ralq a�
4
a
Irn _
Z_Y
Y �1 A-
m1 w
2 L47�Too 3 �J0
p to MY J 388.70
12' BUILD=TO LINE M INV t)1388,64
BURCH AVENUE
50' PUBLIC RIF
t5,u r mh+
'I
,I
SSMH RIM SEAL,_D
TO
IIIN: U251e1-U(_bb_4621
PID: 103305
OWNER: PEAPLA LLC
DB: 2536 PG 419
PB: 99 PG 81
ADDRESS: 604 BURCH
AVE.
LOT AREA: 15,704.66 SF
ZONING: DD -S1
TIER: DOWNTOWN
LAID USE: SURFACE
DEMOLITION NOTES
A. CONTRACTOR SHALL COORDINATE WITH THE CITY OF DURHAM TO OBTAIN ALL NECESSARY DEMOLITION
PERMITS PRIOR TO THE START OF ANY DEMOLITION WORK.
B. SAW CUT AND REMOVE CONCRETE CURB TO LIMITS REQUIRED FOR NEW WORK.
C. REMOVE VEGETATION AND GRASS IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS.
D. SAW CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED ON PLAN.
E. THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF-SITE FACILITIES WITHIN THE PROJECT SITE TO INCLUDE
BUILDINGS, CONCRETE STRUCTURES (ABOVE GROUND AND FOUNDATION), SITE LIGHTING STRUCTURES,
PAVEMENTS AND SECONDARY UTILITIES. ALL MATERIALS SHALL BE PROPERLY DISPOSED OF PER STATE
REGULATIONS.
F. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE ACTIVITIES OTHER THAN
THE SITE SHALL BE PROPERLY PRESERVED AND PROTECTED.
G. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY UNFORESEEN OR
ADVERSE CONDITIONS, INCLUDING UNCHARTED UTILITIES, DISCOVERED DURING DEMOLITION OPERATIONS
H. REFER TO SCHEMATIC DESIGN NARRATIVE AND OUTLINE SPECS AS WELL AS UTILITY PLAN FOR MORE SPECIFIC
PUBLIC UTILITY INFORMATION.
EXISTING CONDITION NOTES
1. CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY PRIOR TO COMMENCING WORK,
2. KIMLEY-HORN AND ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE CONTENT OR ACCURACY OF EXISTING
ITEMS DEPICTED ON THIS PLAN.
3. SITE BOUNDARY, TOPOGRAPHY, UTILITY, TREE, AND ROAD INFORMATION TAKEN FROM FIELD SURVEYS BY
COULTER -JEWEL SURVEYORS, DATED JUNE 10, 2015.
4. VERTICAL DATUM FOR SURVEY IS NAVD 88.
5, THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
6. EXISTING MONITORING WELL TO BE RELOCATED FOLLOWING SITE CONSTRUCTION, EXACT LOCATION TO BE
DETERMINED.
GRAPHIC SCALE IN FEET
0 60
1 11 1
VVp k _
SC}�IENCE ETECHNOLOCY
A Qfl BeiMed Realty Company
liely Horn
NC LICENSE 6F-0102 2016, LCA
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This document, together with the concepts and designs presented
herein, as an Instrument of service, is intended onty for the
specific purpose and diens for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Kimery-Hom and Associates, Inc
Matti be without liability to Kimley-Hom antl Associates. Inc.
SEALS
ztywl7
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham; NC 27705
1 12/20/16 REVISIONS PER 1ST REVIEW
NO: DATE I DRAWING ISSUE DESCRIPTION
LEGEND -
DESIGNED BY:
�y
DRAWN BY:
ASPHALTISIDEWALKIGRAVEL
TO BE REMOVED
CHECKED BY:
RLB
PROPERTY LINE / SITE
1'-30'4'
ELEMENT TO BE
10/11/2016
REMOVED
GRAPHIC SCALE IN FEET
0 60
1 11 1
VVp k _
SC}�IENCE ETECHNOLOCY
A Qfl BeiMed Realty Company
liely Horn
NC LICENSE 6F-0102 2016, LCA
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This document, together with the concepts and designs presented
herein, as an Instrument of service, is intended onty for the
specific purpose and diens for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Kimery-Hom and Associates, Inc
Matti be without liability to Kimley-Hom antl Associates. Inc.
SEALS
ztywl7
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham; NC 27705
1 12/20/16 REVISIONS PER 1ST REVIEW
NO: DATE I DRAWING ISSUE DESCRIPTION
EXISTING
CONDITIONS &
DEMO PLAN
SITE PLAN
APPLICATION
NORTH
0100
DESIGNED BY:
RLB
DRAWN BY:
MK6
CHECKED BY:
RLB
SCALE:
1'-30'4'
DATE:
10/11/2016
PROJECT NO:
018997002
FILENAME:
EXISTING
CONDITIONS &
DEMO PLAN
SITE PLAN
APPLICATION
NORTH
0100

ocuSign Envelope ID: F7272FB6-4BF1-4DDC-AEC4-44A63AC3C16F
\
\%'N
\\
\ \\
PROPERTY INFORMATION \\
Dint- 11W)l A7 roc an7n -1 \
OWNER: DUKE
UNIVERSITY
DB: 437 PG 863
PD: 45 PG 91
ZONING: DD -S1
LAND USE: COMMERCIAL
I C'
TO REMAIN VIA PAVED CONNECTION TO WEST
STREET WITHIN THE CURRENT NC RAIL
PETTIGREW
�� \ ' \ ;' / RIGHT-OF-WAY \
�*
RECOMBINATION NOTES
1, EXISTING RIGHT-OF-WAY BOUNDARY FOR WILKERSON AVENUE TO BE REMOVED IN CONJUNCTION WITH THE
PENDING CLOSURE OF THIS PUBLIC STREET (UNDER SEPARATE APPLICATION).
2. WEST PETTIGREW STREET IS A PUBLICLY MAINTAINED CITY STREET EXISTING WITHIN THE NC RAILROAD 100'
RIGHT-OF-WAY, THE PUBLICLY MAINTAINED STREET ENDS AT THE LOCATION SHOWN ON THIS PLAN.
3. THE AREA DESIGNATED AS "RIGHT-OF-WAY RESERVATION" IS HEREBY RESERVED FOR THE FUTURE LIGHT RAIL
CORRIDOR. THE "BUILD -TO LINE" SHOWN HERE WAS PROVIDED BY GO -TRIANGLE ON SEPTEMBER 21, 2015.
JTir
� ♦ BUILp-TO LINE PER LIDO \ \
♦ SECTION 6.12.3
♦ A
_-s ♦ ♦�� ,
Boa
S.
.
\
1y —3190 ♦��� x�oo�0�
7
h
IN
., 1G \ T ♦ �� A'
PIN 0821-07-68-3543 '�'' - OPV ♦�
PID 211382 �'+�" � �\ � EXISTING'NCRR R.O.W.
— OWNER:SEHED �. �` ♦ ♦ ��.
DEVELOPMENT CORP, -
a _ DB: 6547 PG 891 V i
PB: 183 PG 374 ♦ �� ��
c d ♦ %i' ADDRESS: 704 W.
'? PETTIGREW ST..:_
♦01,
t
14
e LOT AREA: 10,411.02 SF \ .Q_\V ♦ ,
17,
ZONING: DD -S1 `te
TIER: DOWNTOWN;:
LAND USE: VACANT\
:. \'\ , X
� z
v
\
A4 \
SIGN ACCESS EASEMENT -see DB
5150 PG 149 (EXCEPTION x) % r ., - £
x�
a
s \
SIGN EASEMENT -see DB 5150 PC .� ..
'-•-... ., � m -i "` �;:� � ^�' `..++samR �a krne rwy srr a.®.�revx9
149 (EXCEPTION 11)
, r
„iVO
cD
ca
VIEW EASEMENT -see DB X 1-
5150 PG 149 ( PROPERTY LINE TO m
E REMAIN, SEE SITE i
PLAN SHEET (C300)
�r ♦ -
� '1
RLS
DRAWN BY:
EXISTING CONDITION NOTES
1,
CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY PRIOR TO COMMENCING WORK.
2.
KIMLEY-HORN AND ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE CONTENT OR ACCURACY OF EXISTING
DATE:
ITEMS DEPICTED ON THIS PLAN.
3.
SITE BOUNDARY, TOPOGRAPHY, UTILITY, TREE, AND ROAD INFORMATION TAKEN FROM FIELD SURVEYS BY
FILENAME:
COULTER -JEWEL SURVEYORS, DATED JUNE 10, 2015.
4.
VERTICAL DATUM FOR SURVEY IS NAVD 88.
5.
THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
I C'
TO REMAIN VIA PAVED CONNECTION TO WEST
STREET WITHIN THE CURRENT NC RAIL
PETTIGREW
�� \ ' \ ;' / RIGHT-OF-WAY \
�*
RECOMBINATION NOTES
1, EXISTING RIGHT-OF-WAY BOUNDARY FOR WILKERSON AVENUE TO BE REMOVED IN CONJUNCTION WITH THE
PENDING CLOSURE OF THIS PUBLIC STREET (UNDER SEPARATE APPLICATION).
2. WEST PETTIGREW STREET IS A PUBLICLY MAINTAINED CITY STREET EXISTING WITHIN THE NC RAILROAD 100'
RIGHT-OF-WAY, THE PUBLICLY MAINTAINED STREET ENDS AT THE LOCATION SHOWN ON THIS PLAN.
3. THE AREA DESIGNATED AS "RIGHT-OF-WAY RESERVATION" IS HEREBY RESERVED FOR THE FUTURE LIGHT RAIL
CORRIDOR. THE "BUILD -TO LINE" SHOWN HERE WAS PROVIDED BY GO -TRIANGLE ON SEPTEMBER 21, 2015.
JTir
� ♦ BUILp-TO LINE PER LIDO \ \
♦ SECTION 6.12.3
♦ A
_-s ♦ ♦�� ,
Boa
S.
.
\
1y —3190 ♦��� x�oo�0�
7
h
IN
., 1G \ T ♦ �� A'
PIN 0821-07-68-3543 '�'' - OPV ♦�
PID 211382 �'+�" � �\ � EXISTING'NCRR R.O.W.
— OWNER:SEHED �. �` ♦ ♦ ��.
DEVELOPMENT CORP, -
a _ DB: 6547 PG 891 V i
PB: 183 PG 374 ♦ �� ��
c d ♦ %i' ADDRESS: 704 W.
'? PETTIGREW ST..:_
♦01,
t
14
e LOT AREA: 10,411.02 SF \ .Q_\V ♦ ,
17,
ZONING: DD -S1 `te
TIER: DOWNTOWN;:
LAND USE: VACANT\
:. \'\ , X
� z
v
\
A4 \
SIGN ACCESS EASEMENT -see DB
5150 PG 149 (EXCEPTION x) % r ., - £
x�
a
s \
SIGN EASEMENT -see DB 5150 PC .� ..
'-•-... ., � m -i "` �;:� � ^�' `..++samR �a krne rwy srr a.®.�revx9
149 (EXCEPTION 11)
, r
„iVO
cD
ca
VIEW EASEMENT -see DB X 1-
5150 PG 149 ( PROPERTY LINE TO m
E REMAIN, SEE SITE i
PLAN SHEET (C300)
�r ♦ -
� '1
RIGHT-OF-WAY LINE (TYP.)
30'x 30' STREET INTERSECTIOI
PARKING SETBACK
GRAPHIC SCALE IN FEET
1 1 31 60
a f
SCIENCE TECHNOLOGY
AfI NoMed Realty Canpony
KI rn leyo)) Horn
NC LICENSE #F-0102 2016,
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This document, together with the concepts and designs presented
hereinas an instrument of service. is intended only for the
spastic purpose and diem for which it was prepared. Reuse of
and improper reliance on this document vathout Witten
authodzatlon and adaptation by Kimsey -Mom and Associates, Ina
shall be wthout liability to Kimley-Hom and Associates, Inc,
SEALS
L
2/2/2017
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NG 27705
Z 102102/171 REVISIONS PER 2ND REVIEW
1 12120116 REVISIONS PER IST REVIEW
NO: DATE DRANhNGiSSUE DESCRIPTION
DESIGNED BY:
RLS
DRAWN BY:
MKS
A
RLS
SCALE:
J
DATE:
1 011 112 01 6
PROJECT NO;
018997002
FILENAME:
J
RIGHT-OF-WAY LINE (TYP.)
30'x 30' STREET INTERSECTIOI
PARKING SETBACK
GRAPHIC SCALE IN FEET
1 1 31 60
a f
SCIENCE TECHNOLOGY
AfI NoMed Realty Canpony
KI rn leyo)) Horn
NC LICENSE #F-0102 2016,
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This document, together with the concepts and designs presented
hereinas an instrument of service. is intended only for the
spastic purpose and diem for which it was prepared. Reuse of
and improper reliance on this document vathout Witten
authodzatlon and adaptation by Kimsey -Mom and Associates, Ina
shall be wthout liability to Kimley-Hom and Associates, Inc,
SEALS
L
2/2/2017
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NG 27705
Z 102102/171 REVISIONS PER 2ND REVIEW
1 12120116 REVISIONS PER IST REVIEW
NO: DATE DRANhNGiSSUE DESCRIPTION
DESIGNED BY:
RLS
DRAWN BY:
MKS
CHECKED BY:
RLS
SCALE:
1"=30'-0"
DATE:
1 011 112 01 6
PROJECT NO;
018997002
FILENAME:
PROPERTY
RECOMBINATION
PLAN
SITE PLAN
APPLICATION

DocuSign Envelope ID: F7272FB6-4BF1-4DOC-AEC4.44A63AC3C18F
VEHICULAR ACCESS TO DUKE UNIVERSITY tPROPERTY
c _:o `;'
(P)N 8
0821-07-5 -8878) TO BE MAIN L ,INF -D tr =IS T TNG
CONNECTION FRON11 WEST IP-ETTIGR V"t% ST BEET
RELOCATED EXISTING CHAIN LINK FENCE
(FIELD VERIFY LOCATION)
SURFACE PARKING ADDITION SEE SPECIAL
SHEET NOTE #2
MODIFY ASPHALT PAVEMENT EDGE AS SHOWN
LIGHT-DUTY ASPHALT PAVEMENT
(5,695 SQUARE FEET)
LIMITS OF WORK (TYR)
f
J
7 e.
- r )
71
T
v� �� �� .: ;= P LGT, C I �iDSCAF� PLAN
® ♦ � 1
FOR `sC � In L-4ING)
SP
RS
% a is LL -O L BINS
, �� 'EXTERIOR STAB=.S (6 RISERS) PROPOSED DECK ENTRANCEl-/
�
4J f REFER TO GRAD -#G SHEETU EXI t AT THIS LOCATION -SEE v
G \
l
R^
�'g (� ER�TyINFORMATION
3" 01 it L
(
r
W
r
PIN: 0821-07-68-88-8,
'DINNER; DUKE ♦
UNIVERSITY
DB F4 t PC 36 i j
IPL 6PG91 ���°�
fONiNc DD S1 lop
F °�
LAND USE: COMMERCIAL
(� � � O� � �� � ♦�
IiVAt3L-NOUS STORAGE
Cj
- i J
� ® ;
\ >4
,z
{ e
V APPROVED PREVIOUSLY A PRO ED SITE PLAN
00\
r`r
�® (#D1500262) SHOWN FOR,
REFERENCE
V
�1
!!\(\(' 1 ♦ g' - �' " MIAr�'.��a' LS J, i�C7"LfT ,�'� CURB &GUTTER (TYI
y ? �IN
L r_NI U,:; RE jSEEbETAIL 3 / C302 ,
S
� 'Y �' FCRMORE INFORMATION RRCHHf
AAR
s . r "FOR AD
s HANDIC
frBLAIQ
ACCESS EASEMENT \ � t 7, PLANT(i
(TYP.) \♦ ) r. 1x��i✓ k, _1 n 4 ( T , PEDES!
r
v, �
F
ti.,.
a � J %y.
€ J
EXISTING TREES TO -Tt
R6AAIN ( YP.) If
EXISTING PROPERTY
BOUNDARY(iYN
EXISTING BILLBOARD �-
TO REMAIN
LANDSCAPE €SLI=ND
PROPOSED SOLDIER PILE REi2 €NTNG
VrVALL - SEE GRADING, DRAINAGE
UTIi_!TY PLAN (C400) FOR MI RE
INF OrRIdATaOR
THE SITE WiLL BE FULLY COMPLIANT WITH THE NORTH CAROLINA
ACCESSIBILITY CODES (ANSI 117.1-2009 AND CHAPTER 11 OF THE NCBC)
UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE
ENGINEER, SURVEYOR OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST
WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE
METHODS OF COMPLIANCE ARE POSSIBLE.
IUi
R"O'i"it)r1-
CATV+Ani
ELEVATIONS'
INFORMATION.
I
L 5T`# 1 L„3 tiC,S -
3EEAl ` 1 1
i3
3
HANDICAP S# aid (6} -
S '' vim I >= t' 1 I ``C.i01
I �.
r ED IAif:F`'t-'S� 1
RES- (- ;�=
."7 i i?P SA`:
(TYp.)�
\i
1') 1'i -^t' PE IES- RIAN SII
I.,:f [SOLE _ ` R
PA!N I ED ?. R0 Jit*",d_K
G ' NR rIi! LI Mi U &
CAPRICE FIE
LDS
DE, 117 PG 988
ZONING: DD -S1
LAND, USE: VACA ! T
�-EXISTING ACCESS CONTROL GATES TO REMAIN
�- ORNAMENTAL FENCE - 42"
HT. - SEE DETAIL 1 / C301
i- END OF PUBLIC ACCESS &
EXPANSION JOINT - SEE
.. PROPERTY LINE
WESTFETriGAEW STAEETaFCK "'
DETAIL 8 / C301
.7I" NIE LOBBY
4l1 `. Sit. # r '..ti .Gid. ,.,
r 1
PIN
A is'4 SF)
CONTROL JOINT - SEE
- - -SETBACK
<fTYOi DURHAM w
DETAIL 9 / C301
M1 n
s'-}$ ^i3 i.l-IIT `ti,V 2A(,'".'
SLE DETAIL 2 /C302
1
EVA
ELT J.,t \
l
CONCRETE SIDEWALK -
r STOP y, GN I T
PEDESTRIAN%:
1
., }.y SEE DETAIL 5/C301
Ett£BBECREEK
INGRESS/EGRESS
If Or X7 0'T3I `c1 V aft ai
FAUSLAKE
f��; yr �, ( I RI :t,G!->n
OVERDAYDISTFUCS
N/A
PAVEMENT MARKINGS
EKISONGACERAG£
LIGHT FIXTURE
PROFOSEDACREAGE '.
.M�
6' BENCH
DISTUR@EOARFA
ORNAMENTAL FENCE
TRASH RECEPTACLE
AE NTJ PARKING
ADA DETECTABLE
PROPOSED USE
PARKING STRUCTURE/ SURFACE PARKING
WARNING DOMES
---
STOP SIGN
PROPOSED IMPEAVIOUSSURfACE
62.95%(302,A)Sf (163,3135F 'SEENOTE l)IF
�-EXISTING ACCESS CONTROL GATES TO REMAIN
�- ORNAMENTAL FENCE - 42"
HT. - SEE DETAIL 1 / C301
i- END OF PUBLIC ACCESS &
MAINTENANCE OF WEST PETTIGREW
STREET - PER APPROVED DEVELOPMENT PLAN D1500262
WESTFETriGAEW STAEETaFCK "'
�
.7I" NIE LOBBY
4l1 `. Sit. # r '..ti .Gid. ,.,
r 1
PIN
A is'4 SF)
018997002
EX?S INGN
r ''YR'
<fTYOi DURHAM w
t ASI RECEPTACLE (_ 1 `P) -
M1 n
s'-}$ ^i3 i.l-IIT `ti,V 2A(,'".'
SLE DETAIL 2 /C302
1
EVA
ELT J.,t \
l
AIR I Iu . i;1
r STOP y, GN I T
I RIANGL E, TYP,
1
WATERSHED
Ett£BBECREEK
If Or X7 0'T3I `c1 V aft ai
FAUSLAKE
f��; yr �, ( I RI :t,G!->n
♦\J ' ffNZ,
f'
f
>
{!dS c -
Y
v ti\ .<
V
= ♦ \
t:
k ♦i =
j, n
4� V
f 4
W
4
N
r t TO<
`^,ice v
o, f N
i l
19, 21
f
a
d ")'`k 2
4
I 1 y
r , x iris `"-Ys , \v /-'-' s- "b.„.,.
\"T„�".,..AY r �..:..=r� .rs "'^ ,r'�';iI�I'Fi?"'•lF '"' �""'� r`"
PRZO OSS Q DIER PILE RET A0
OBALL S GRADING, DRAINAGE
UTILITY PLAN (0400) FOR MORE
INFOF '0ATiON
;S W CO'IIPAC,'T
WIDE STALLS
EXISTING PROPERTY
LINE TO REMAIN
MAIN
R
9'XI&PARKiNIGSTALL
SITE DATA
LANDSCAPE iuL; AND - MIN, 200 SF
(1 YP_)
PAINTED CROSSWALK
�
WESTFETriGAEW STAEETaFCK "'
�
ORNAMENTAL FENCE - 42" H
PIN
(END AT PROPER `PY LINE) -
018997002
SEE DETAIL 2 / C301
<fTYOi DURHAM w
t ASI RECEPTACLE (_ 1 `P) -
CURRENTZONING
SLE DETAIL 2 /C302
1
PROPOSEDZONING
t�
19';;73 DR Vev.{P.Y S'sGHT--------•l
PER
I RIANGL E, TYP,
1
WATERSHED
Ett£BBECREEK
i
�J
ACCESS CoN T ROL GATE _ ---
SCE DE I AIL, f C306
ORNAMENTAL FENCE - 42" H T,
SEE DET AIL 21 0301
NEW DRIVEWAY CUT - TIE T 0 -
EXISTING 30" CURB & GUTTER
PROPOSED 9'WIDE `-FIDE SIDL:WA L.K
WITH BRICK EDGE PER CITY
OE= DURH API DESIGN MANUAL
NUAL -
EE DET;=,iL v / C304
v
`BUILD -TO LiNE PER LIDO
SECTION 6.12.3
LIMITS OF WORK (TYP.)
GENERAL NOTES:
CURB & GUTTER (TYP.)
1, REFER TO DETAIL SHEET FOR DETAILS OF ON-SITE SIGNAGE, STRIPING, AND PAVEMENT MARKING.
LIGHT-DUTY ASPHALT PAVEMENT
2. ALL WORK AND MATERIALS HA COMPLY WITH A
(2 425 SQUARE FEET) A SHALL CO P Y TH LL CITY, COUNTY AND STATE REGULATIONS AND CODES
AND O.S.H,A. STANDARDS.
/ -3. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE CURB &
' , GUTTER AS SHOWN ON THE CONSTRUCTION DRAWINGS.
4. SITE BOUNDARY, TOPOGRAPHY, UTILITY, TREE, AND ROAD INFORMATION TAKEN FROM FIELD SURVEYS BY
}t ?r COULTER -JEWEL SURVEYORS, DATED JUNE 10, 2015.
- 5. VERTICAL DATUM FOR SURVEY IS NAVD 88.
ORNAMENTAL FENCE - 42" HT. - 6. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
SEE DETAIL 1 / C301 CONSTRUCTION.
g
N , , _ ..�._ .�:vI ,.iC. 7. THE CONTRACTOR SHALL REPLACE EXISTING CONCRETE CURBS, SIDEWALK, PAVING, AND
GUTTER AS NECESSARY.
TIE TO CURB AS SHOWN 8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN FIELD
CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS,
9. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR PRIOR TO
CONSTRUCTION,
10. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN
THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
PRIOR TO PROCEEDING.
11, ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED, ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE
STRUCTURE.
12, SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. WITHIN THE AREA OF A DEFINED SIGHT
TRIANGLE THEREHA
S LL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL, FENCE, SIGN,
i
I FOLIAGE, BERMING, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF TWENTY-FOUR (24) INCHES AND
EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVEL WAY IF NO CURBING EXISTS.
13. NO TREE SHALL BE LOCATED WITHIN 15' OFA LIGHTING LOCATION.
14. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT NCDOT AND CITY OF DURHAM
STANDARD SPECIFICATIONS AND DETAILS.
15. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED ACCESSIBILITY
CODE VOL. 1C.
16, SIDEWALKS SHALL BE A MINIMUM 5' WIDE UNLESS OTHERWISE SPECIFIED ON THE PLAN.
17, PROPOSED PARKING TOTALS ARE IN ACCORDANCE WITH SECTION 10.3 OF THE CITY OF DURHAM UDO.
18, WHEEL CHAIR RAMPS SHALL BE IN ACCORDANCE WITH CITY OF DURHAM ENGINEERING STANDARDS AND
NCDOT.
19. THE PROPER PROCEDURE FOR COMPACTED SOIL REMEDIATION IS A FOLLOWS:
• REMOVE ALL IMPERVIOUS SURFACES FROM THE SUBJECT AREA.
o TILL THE AREA TO A DEPTH OF 12" BELOW THE TOP OF COMPACTED SUBGRADE.
o SUITABLE RATES AND TYPES OF SOIL AMENDMENTS SHOULD BE DETERMINED THROUGH SOIL
TESTS. LIMESTONE AND FERTILIZER SHOULD BE APPLIED UNIFORMLY DURING SEEDBED
_ PREPARATION AND MISSED WELL WITH THE TOP 4 TO 61NCHES OF SOIL,
20. THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES (ANSI 1171-2009
AND CHAPTER 11 OF THE NCBC) UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM
_ A SITE ENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE
TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE.
r
�r SPECIAL SHEET NOTES:
1 THIS PLAN REFLECTS PROPOSED RIGHT OF WAY RESERVATION TO NO GO TRANSIT RAIL AUTHORITY,
i f f t 2. APPLICANT ACKNOWLEDGES THAT ALL SURFACE PARKING AND ASSOCIATED LANDSCAPE AND STREETSCAPE'
J 1 IMPROVEMENTS SHOWN WITHIN THE FUTURE GO TRIANGLE RESERVATION AREA ARE TEMPORARY AND WILL <I
A, BE REMOVED INCONJUNCTIQN WITH THE FUTURE GO TRIANGLE RAIL IMPLEMENTATION PROJECT.
AIL ----------
,t
A
2
ULA
GRAPHIC SCALE iN FEET
0 15 30 60
V
, yT
SCIENCE, -TECHNOLOGY
A 13MItcd3eaky Colnpa;iy
Kirnley'�Horn
NC LICENSE #F-0102 2016, G)
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE [phone]
FAX: 919.653,5847
This document. together with the concepts and designs presented
hefei0 as ani strum nt O<sarn cu,isintended onryfW
the
sped9D purpose and client for ocume was Prepared. Reuse of
and Improper and
ada to this document Tom a written
SPURbWitauthorization antl adaptation da Kf-Ion, and
and Ates, In , Inc
SPUR be vhthout iabiid to K' n A
I Rnb -Hom a d ssouales, Inc
Y Y
SEALS
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NC 27705
2 1021021171 REVISIONS PER 2ND REVIEW
1 112120/161 REVISIONS PER IST REVIEW__
NO: DATE I DRAWING ISSUE DESCRIPTION _
DESIGNED BY:
SITE DATA
DRAWN BY:
ADDRESS
)04 Wert PetH ewStreeA Durham, NC 2)!I} (A0lerenm Piat Numbvr BX 396 PG'I3S135 '
NAMEOFOEVELOPMENL
WESTFETriGAEW STAEETaFCK "'
0.DPPEANi
WEKFORDWIENCEITECHNOLCGY 1W.@AL MORE' S^ PMO` M 21 1
,$O P STREET. UITESOS, BAL. ftG R 263,ATTN:MR USPN PARIlEft
PN. E939153&OT93
PIN
0321-0)$&1660.5P41R ferenm FlMN mb@[BK 396,PG:335-135
018997002
LURGINCnON
<fTYOi DURHAM w
SITE
CURRENTZONING
DESIGN DISTANT-SUPPoRti(D0.51
SITE PLAN
PROPOSEDZONING
DESIGN DISTRICT-SUPPoerl ote-sil
PER
DOWNTOWNTIER
WATERSHED
Ett£BBECREEK
TUVERBASM
FAUSLAKE
OVERDAYDISTFUCS
N/A
EKISONGACERAG£
. &MACj
PROFOSEDACREAGE '.
332AC
DISTUR@EOARFA
0.12 AC t
CURRENT USE
AE NTJ PARKING
PROPOSED USE
PARKING STRUCTURE/ SURFACE PARKING
EKISPNG IMPERVIOUS SURFACE(3999YH)
59A04(97,1995F/163,3115F) _
PROPOSED IMPEAVIOUSSURfACE
62.95%(302,A)Sf (163,3135F 'SEENOTE l)IF
PROPOSEOPERVIOUSARFA
3NOS%dQS34SFf363,3315F1
ENSINNG BUILDING GROSS FLOORARE%
OSP
WILDING FIAORAREATOWDEMOUSHED
BSP
PROPOSED NEW BUILDING FLOORAREA
216,0009 JCOMMON LOBBY SPACE: 414 SF)
TOTAL PROPOSED WILDING GROSS FLOOR AREA
216,"SF
IXiSONG @UILOING HEIGHr
B.O
PROPo9ED BUILDING HEIGHT
58.6"
MAXIMUM BUILDING IfIGNT
100.0"
FLOORAREk INAPO
NIA
PROPERT(OUIW-TO/SITEACKS
WILD TOUNEIW. P£1TIGREW ST)MIN 12 MAX ifl`
W(L0.TOlME(GREGSON ST.j MINhB riYNt 'll'Yi8""
WILD -TO LINE(WRCH AVE.) MIN.=O "m -ER -LB
SETBACK(WESFPROPfRtt LINE1MIN.od, MAX.m25'
WILDING COVERAGE PERCENTAGE
25%
E% ISPNGPARKINGCOUNT
UNKNOWN
PROPoSFD DARNING COUNT
CALCULATION RATE
REQUIRED R,
PRO I
NON.HANOLCAPPARKINGSPACES
NdN"REQUIRED-NONE
PARK REQUIRED- NONE
N/A
SURFACE = 167 SPACES
DECK W. SPACES
TOTAL- B56NON-HANDICAPSPACFS
10-F SPACESHE UIRE S N IAPSPACES
°Sell- 1.000SPACES REQUIRES 2%OFTHETOTAL
SPACES PROVIDED BE HANDICAPSPACES
SHAN SPA
DECK -,iN-BUZ=ULM SPACES
}HANOCAPPARKINGSPACES
AA =]
SU A 'AE PACf 1 S-
DECK -35SPACES VANSPACES=3)
TOTAL- 21 He SPAM IVAN SPACES 4)
EIRE PARKING SPACES
1SPACE PER 2,50D SF Of USEABLE FLOOR AREA
414 Sr PUBLIC USEABLE FLOOR AREA
fiSOJ 0275INE SPACES
IRACK=21LWESPACES
STREETSCAPEAMENIPES
CALCULATION PATE
REQUIRED
PROVIDED
W.PETPGREWSTREET546'OFfRUNTAG n
GftfG$ON StREET 233'pFFRONTAGE
_
WRCHAVENUE 68 OF FRNTAGE
INr'EUOf 6EAPNGPEREVERY SSUOf
FRONTAGE &ONE WASTE RECEPTACLE PER
EVERYINDFOF FRONTAGE
_
ONEUOFSFAPNGPER EVERYI (f Or
5
@ONTAGE&ONE WASTE RECEPTACLE PER
EVERYIyIUOFFRONT@GE
ONE 9OFSPRING P R V RY 35U QT
FRONTAGE& One WASTE RECEPTACLE-
PER
" F
MA(35 "361FOFSEAPNG
1594 150 dWASTEAECEDTAClE2
233/1`+ 36UOF SEATING
' - - -'-
2i3/150 2WASTERECMNCLE5
Lw B, SIU OF SEATING
-
ifp'L( } V;AS,TGdECEFif()E
36LEOF8EATiNG
- ^_--^-""__
4WASTE RECEPTACLES _
IBLF OF SEAPh6
I- ---- -
I2 WASTE ReaPTACES
32LFOF5EATING
-
1ll✓/$T[ C ALLE
2
ULA
GRAPHIC SCALE iN FEET
0 15 30 60
V
, yT
SCIENCE, -TECHNOLOGY
A 13MItcd3eaky Colnpa;iy
Kirnley'�Horn
NC LICENSE #F-0102 2016, G)
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE [phone]
FAX: 919.653,5847
This document. together with the concepts and designs presented
hefei0 as ani strum nt O<sarn cu,isintended onryfW
the
sped9D purpose and client for ocume was Prepared. Reuse of
and Improper and
ada to this document Tom a written
SPURbWitauthorization antl adaptation da Kf-Ion, and
and Ates, In , Inc
SPUR be vhthout iabiid to K' n A
I Rnb -Hom a d ssouales, Inc
Y Y
SEALS
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NC 27705
2 1021021171 REVISIONS PER 2ND REVIEW
1 112120/161 REVISIONS PER IST REVIEW__
NO: DATE I DRAWING ISSUE DESCRIPTION _
DESIGNED BY:
RLB
DRAWN BY:
MKB
CHECKED BY:
RLS
SCALE:
P'=30'-0"
DATE:
10/1 mo%
PROJECT NO:
018997002
FILENAME:
SITE
PLAN
SITE PLAN
APPLICATION
r i!

)ocuSign Envelope ID: F7272FB6-4BF14DDC-AEC4-44A63AC3C18F
7Y '
12%6' T—
Varies
with
Height
Standard Heights
3', 3%, 4' 5' 6'
21" Min. 2" Nom,
Footing depth
8' O.C. Nom.
1.1 --i i-- 31%6'TYPICAL
NOTES: I
1.) Post size depends on fence height and wind loads.
See ECHELON Ptusu past sizing Chart.
2.) Panels also available for 6' on center post spacing
3.) Additional heights available on request
4.) Fourth rail optional.
PANEL BRACKET
Specially designed two
-point connection ensures
fixity of rail ends for
increased strength.
INTERNAL RETAINING ROD
Variable pitch connection system for
ease of installation, high angle
bias ability and elimination of
unsightly external fasteners.
Powder finish coat
1 142" HT. ORNAMENTAL FENCE
C301 A SCALE: NOT TO SCALE
PROVIDE P PVC WEEP
HOLES @ 10'0. C. WHERE
GRADES/DRAINAGE IS TOWARDS BACK OF CURB
(GRAVEL BEDDING BEHIND CURB)
1 1/2"R. ' ASPHALT
a - 7„
N 4'
W d.
4 4 4
. 4 74
� T 4
3000 PSI GONG
@ 28 DAYS 11=�= I (�— I 1 BASE
STANDARD CURB & GUTTER
PROVIDE 1"PVC WEEP
HOLES@ 10'O.C. WHERE
GRADES/DRAINAGE IS TOWARDS BACK OF CURBi Y4"" I
(GRAVEL BEDDING BEHIND CURB) \
11/24"R.
a - ASPHALT
1"
N _
W d _4 4
4 . 4Tr 5 •c
3000 PSI CONC. 11 —
@ 28 DAYS dE�'-- I
BASE
SPILL CURB & GUTTER
NOTES:
2 SCORE CURB/ VALLEY GUTTER AT 16O.C.
2 PROVIDE 112" EXPANSION JOINTS AT 90' O, C.
3. CONTRACTION JOINTS SHALL BE SPACER AT 10'
INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A
MACHINE IS USED.)
4, FINISH ALL CONCRETE WITH CURING COMPOUND.
r%
�►r.jo
0
W
c
0
INTERIOR GUIDE CHANNEL
Channel forms lower limit
of raceway for retaining
rod and allows for high
angle bias ability.
FORERUNNERS" RAIL
"U" -Channel specially
formed high strength
architectural shape.
5 21-011 STANDARD CURB & GUTTER
C301 A SCALE: NOT TO SCALE SECTION
%" x 17/6' FORERUNNER" Rail
(See Cross- Section Below)
Post size varies with Height
(See ECHELONPINPI Post -Sizing chart)
%4"jZ x .045" Picket
Bracket Options
PRODUCT INFORMATION
MANUFACTURER: AMERISTAR, 1555 N.
MINGO, TULSA, OK 74116,1-888-333-3422,
W W VV.AMERI STARFENCE.COM
PRODUCT NUMBER: ECHELON PLUS
CLASSIC 3 RAIL FENCE (COMMERCIAL
STRENGTH ALUMINUM)
COLOR: BLACK
`M
VIA
w
REINFORCED POST
Internal rib increases against
wind loading as well as other
horizontally applied forces
YI IVIWAL LILAC CVULCVHttU CStWIaCi
� o
Values shown are nominal and not to be used for
installation purposes. See product specification
for installation requirements.
AXON & SECTION
Y' SF -9. SA ASPHALT SURFACE COURSE (COMPACTED TO
92°! DENSITY PER SPECS)—
2" ASPHALT INTERMEDIATE
COURSE (S -9.5B)"'
FCOMPACTED STONE BASE
COMPACTED TO 100% MODIFIED PROCTOR)
BITUMINOUS-:/'� xa't�y,�pJ'% "`l 'v=J 1..
TACK COAT
COMPACTED SUBGRADE*
LIGHT DUTY ASPHALT PAVEMENT SECTION****
* SCARIFY AND RECOMPACT TOP 92 INCHES OF SUBGRADE TO 98% STANDARD PROCTOR.
** REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTION RECOMMENDATIONS,
*"* PLACE IN TWO LIFTS.
**** THIS: PAVEMENT SECTION IS FOR PROPOSED IMPROVEMENTS XITHIN THE PROJECT, NOT FOR
THE PUBLIC RIGHT–OF–WAY.
6 ASPHALT PAVEMENT
C301 . SCALE: NOT TO SCALE SECTION
ti'iA[t\'ALK
aoTN RApPS
,4dT t% EkD C'l1SGE "He: RETURN.
Ou 1,
SEE na,Et 'G sees ,
n
E%AAlnial TONT
j(SEE Sm. Eaed,)�
1
MOX a c(E.w. SPAS A
ST rAtL 41r:N- � ry
CROSSMIK UNIi$. .+..,,
'SEE NpIC 'a)
P D 4l RUMPS-_ SZE.NCfTf, '
MY. RADII 31`f2tlk�'y—
(4' MN, RODIR IPGTH) -
NOTES:
1, OE CDTQLC MAas:NC COMES AKL COVER 2'-2. LENOTN AND NU WDTF 0. THE
RAMP E FlOCR AS.$NO" ON P OETAILN
2- n -CC ABLE HARNPIG 0CVOR IVU, CONTRAST Mask;tt W", ADJO.NNC SURFA('E. Ne'ER L:Cvt-^vN-0&6i,
On DARK-'Ni-LAII s4oaekCE COVER''LV 111 ENTUL RAM
13 PORM-AND CEMENT/aMD MX 50X. hY MofT SAND.:NSTAIL AS OFY WX% VXNO Y MP FOR COM'ACTON AND LLAL sfforc
0,10 SeCKS.
4. R?ICKS S1IXA.D 9E aP`IED AS CiTag TMETHER AD A&olly SWT SIP P4R
ftANOI CEMrnT(SANC M X TITO RENA'NT,G CRACKS,
5VWifaf aRICK.RECW.EVEN �S. PER RAMP ME:.
r,TR, sY (X) MONS of SSE <"'// x 8t % xj'e.
n<
cx*i1<8) aLOCK&Or S,Tf ,awry 12"i x 2"g
HNJa. iMIDTo 111.:5 YFIPAILF
I
J G J J U
aDId.1
/ 4r;
ae R rol.
WR
LJ J C7 or
TDP p!0i O Mel k
es 1
THAN p W MONS
e C1, 11) 7 : s ,. PIAN o5;. or 111L n1;E.
Dautfea
I, L �Co�
9
To
FYR 9' x fl- 84SK$
FOR 1r %'2 ou;CY(s
DETECTAFILF WARNING DOMES
6URHAM1'.-ACOMPEarm NCDOT faAAR 848.05"
oa E: Curb Ramps scALE:
March 1 2412. NONE
with Proposed Curb & Gutter
CITY CF DURHAM, NORTH CAROLINA DETAILNO,
DEPARTMENT OF. PUBLIC ,VORKS CC -2:0
- CURB RAMP WITH PROPOSED
2 ` CURB & GUTTER
C301 _ SCALE: NOT TO SCALE
WHITE PAID
NOTE: SEE SITE PLAN
FOR PARKING DIMENSIONS & LAYOUT
3 PAVEMENT STRIPING DETAIL
C301 p SCALE: NOT TO SCALE PLAN
EXPANSION JOINT MATERIAL NOTE:
MANUFACTURER: W.R. MEADOWS
PRODUCT:CERAMAR
EXPANSION JOINT SEALANT NOTE
MANUFACTURER: SIKA
PRODUCT: SIKAFLEX-1C SL
COLOR: "LIMESTONE" (STANDARD)
9M
CONCRETE FLATWORK NOTE:
SEE DETAIL 4, C301 FOR SIMILAR CONSTRUCTION
CONTROL JOINT NOTE:
SEE SITE PLANS FOR LOCATIONS AND PATTERN
iNSION JOINT
7 J EXPANSIONJOINT
C301 A SCALE: 111=11-011
ABLE FOAM
SION JOINT
SURFACE FINISH: LIGHT BROOM FINISH
PERPENDICULAR TO PATH OF TRAVEL 5' THICK CONCRETE WITH NO. 89 STONE AGGREGATE AT
(CONTRACTOR TO SUBMIT A 1 Tx12" MOCK $500 PSI STRENGTH
UP INCLUDING FINISH FOR APPROVAL BY 6"x 6"W2.9 x W2.9 WWF- MAINTAIN 2" CLEAR FROM
LANDSCAPE ARCHITECT PRIOR TO ALL EXPOSED SURFACES
INSTALLATION)
It
---
COMPACT SUBGRADE TO 95% STD. PROCTOR
4 CONCRETE SIDEWALK
C301 A SCALE: 111=11-011
SECTION
SECTION
_8 \ CONTROL JOINT
C301 SCALE: 111=11-011
SECTION
";j .
SCIENCE rTECHNOLOGY
A (81,8 oMed Keclty Comporly
Kimley)))Horn
NC LICENSE #F-0102 2016,
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This document, together with the concepts and designs presented
herein, as an instrument of service, is intended only for the
specific purse" and dime for which it was prepared. Reuse of
and improper reliance on this document without wagon
authorization and adaptation by Kimsey-Hom and Associates, Inc
shall be without liability to Kimiey-Hom and Associates. Inc.
SEALS
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NC 27705
1 12/20/16 REVISIONS PER 1ST REVIEW
NO: I DATE DRAWING ISSUE DESCRIPTION
DESIGNED BY:
RLS
DRAWN BY:
MKS
CHECKED BY:
RLB
SCALE:
1"=30'-0"
DATE:
10/11/2016
PROJECT NO:
018997002
FILENAME:
SITE DETAILS
SITE PLAN
APPLICATION

IocuSign Envelope ID: F7272FB64BF1-4DDC-AEC4-44A63AC3C18F
III
Ell
a
.. I 14' .
i
\ � \
, \ \ \ ..,,,
\ \ \\
\ \ 1
.. \ \ ' .
. ,.. .. r \
` \\ `\
.. \ \ , /e,
sm
f;U:t 1. ,'Iiiy�.. I I i . I I xxl,
PROPERTY INFORMATION S1 /
='
PIN: 4821-47-58-8878
OWNER: DUKE �/�'- ".y
UNIVERSITY � - X06 /
OB: 437 PG 863 ",
PD: 45 PG 91`
.I 11
- \
a
ap \
\ \
/� � �` .
STORM DRAINAGE NOTES: 1 GENERAL NOTES:
1, ALL STORM DRAINAGE CONSTRUCTION SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. i .1. THE CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY
2. THE REINFORCED CONCRETE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAILS SHOWN IN THE DRAWINGS. HIMSELF OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID.
3. CURB INLET STRUCTURES (DENOTED AS Cl # ON PLANS) SHALL BE NCDOT STANDARD 840.01, 840.02 OR 840.45. WAFFLE WALLS OR ANY DISCREPANCY BETWEEN THE SITE AND THOSE CONDITIONS
KNOCK -OUT BOXES WILL NOT BE ACCEPTED ALL PIPE OPENINGS SHALL BE CASTE OR CORED, FRAMES AND GRATES SHALL CONFORM REPRESENTED ON THE DRAWINGS SHALL BE BROUGHT TO THE
WITH 840,03. TYPE "E, F, AND G" GRATES SHALL BE PROVIDED AS APPLICABLE. USE US FOUNDARY #5181 FRAME AND GRATE FOR 30 -INCH ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY.
CURB AND OUTER AND NEENAH R-3067 FRAMES AND GRATES FOR 24 -INCH CURB & GUTTER OR APPROVED EQUAL, '
2. ALL DIMENSIONS,RADII AND NORTHING EA TIN COORDINATES ARE T
"�" 4. YARD INLET STRUCTURES (DENOTED AS YI # ON PLANS) SIiAt1 BE NCDOT STANDARDS 840.04 OR 840.05 WITH CONCRETE TOP AND WIERNO & EASTING C O ES O
I% OPENINGS ON ALL 4 SIDES. PROVIDE A RING AND COVER IN THE CONCRETE TOP U.S. FOUNDARY #1111 WITH "STORM DRAINAGE" - BACK OF CURB, CENTER OF STRUCTURES SUCH AS INLETS, MANHOLES,
LETTERING OR APPROVED EQUAL. TO., OR END OF PIPE RUNS AS APPLICABLE UNLESS NOTED OTHERWISE.
5. STORM DRAINAGE MANHOLES SHALL BE PRECAST CONCRETE CONFORMING TO NCDOT STANDARD 640.52. MANHOLES SHALL ALSO BE
/v 3 ALL E i TING UTILITIES R
X S U L S O STRUCTURES INDICATED ON THE DRAWINGS
C T TE IN ACCORDANCE WITH ASTM C-478 ASTM A-615 AND ASTM A-185 AND ASTM C-990. RING AND COVER SHALL COMPLY Y ITH
' CONSTRUCTED R M L W
_ \-\ NCDOT STANDARD 840.54, U.S FOUNOARY 669 -KL WITH PERFORATED COVER WITH "STORM DRAINAGE" LETTERING OR APPROVED EQUAL. ARE BASED ON AVAILABLE INFORMATION OF RECORD. THE CONTRACTOR
Sy,' " "' � ":" ` �, 6. ALL STORM DRAINAGE STRUCTURES SUBJEST TO VEHICULAR LOADING SHALL BE DESIGNED IN ACCORDANCE WITH NCOOT STANDARD
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES 70 PROTECT THE
. " ♦'\\ 840,06 OR 840.52. ALL FRAMES, GRATES, AND COVERS ETC.,, SHALL BE TRAFFIC RATED (H2O) AND "HEAVY DUTY" UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF
7. GRATE INLET STRUCTURES (DENOTED AS GI # ON PLANS) SHALL BE NCDOT STANDARD 840.14 OR 840.15. USE U.S. FOUNDARY #4616-6221 RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE
9 ; LIGHT DUTY GRATE IN NON -VEHICULAR AREAS AND U.S, FOUNDARY #4137-6237 IN VEHICULAR AREAS OR APPROVED EQUAL. RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR
REMOVAL F EXISTINGUTILITIESA Y
`-♦ \ � 8. EXISTING.CURB AND GUTTER, SIDEWALK, AND PAVEMENT TO BE REPLACED OR REPAIRED AS REQUIRED TO TIE ON TO SOUND MATERIAL. L O AND GREES TO BE FULL RESPONSIBLE
\``\, , '" \ 9, INVERTS OF ALL DRAINAGE STRUCTURES SHALL BE GROUTED TO COMPLETELY DRAIN AND NOT HOLD WATER. FOR ANY AND ALL DAMAGES RESULTING FROM HIS FAILURE TO LOCATE
\ 'v, 1 10. CONTRACTOR INSTALL INLET PROTECTION FOR EACH DRAINAGE INLET IMMEDIATELY AFTER INSTALLATION OF THE STORM DRAINAGE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEFORE
\\\ ��, \ .\ STRUCTURE. r STARTING WORK THE CONTRACTOR SHALL CONTACT ULOGO AT 1 (800)
`f_/ a I' \\\� ` \. 11. UNDERLINE ALL RIP RAP WITH NCDOT TYPE 2 GEOTEXTILE FABRIC. 632.4949 TO HAVE ALL EXISTING UTILITIES LOCATED.
/ '�,'�- , " "�•+,., \` 12. ALL REINFORCED CONCRETE STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS, O-RING GASKET ASTM G-443.
4. LOCATION AND ELEVATION F IMPROVEMENTS, O B
/ _ Item , c 13. REMOVE THE EXISTING CURB INLET AND REPLACE WITH A NEW PRECAST CURB INLET WI FRAME AND GRATE TO THE CITY OF DURHAM
S OT E MET OR CROSSED
\ \/ " s \_ STANDARDS. STRUCTURE SHALL BE SIZED FOR THE TWIN 36" DIAMETER PIPES. REPAIR ASPHALT, CURB, AND SIDEWALK AS NECESSARY BY WORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT, SUFFICIENTLY
\ \ } '\\ A / \\,,;
�' . -\ TO DURHAM STANDARDS. AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS, IF
_.? ';i"',I `a ; ,os,`o , \\ : ",.� \ 14. JUNCTION BOX #200 SHALL BE SIZED'TO ACCOMADATE TWIN 36" DIAMETER PIPES. STRENGTH SHALL BE DESIGNED FOR E60 RAILROAD REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OF EXISTING
', 04 \I ` _.- I , \ \ LOADING FROM THE FUTURE RAIL LINE. PROVIDE A SINGLE RING AND COVER FOR ACCESS AND STEPS CONFORMING TO ASTM 478. UTILITIES.
\�,v '� '� Vmoi") ; �'` v`'C v `'- ` 15. ALL SLOPES DRAINING TO SAND FILTER SHALL BE STABILIZER PER THE NORTH CAROLINA STATE EROSION CONTROL PLANNING AND
/ ` .. � � "' � I \ �' \ DESIGN MANUAL BEFORE SAND IS PLACED IN THE SAND BED. 5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
/ 5 ` '4 ' ' RES O S i {TY
ZONING: DD -S1 \ � 11"i IBL FOR JOB SITE CONDITIONS DURENG THE COURSE OF
'�"/� ' '+ s .`\''i '� ff �`2'•�Og r '�" 1Q.- ' Oaf 1, Iet' - .. \ \ , CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
LAND USE: COMMERCIAL
WAREHOUSE STORAGE 'X
_-
, / r / I.", tl
.,, i
c�
,_ ';7'^'
r
402. ` :ii/
` ' z ,I/"
Stit
/ i - -,'-'11�; } , as
11
/ ___I i '
i .-' ;:_1:__1'J o-' i-'- I ,.
, -,„- _ M
r, �/- r ctf
1 " / / . . / q..... ,3 !,l z
x• � b / .. _. I ;, .G
/ , a.Z "I 1111 Y,�'.: {. r > s
,ti .. /,t J
\, - r. ... ... 1111 .:. /\'+s \:; ,+i , �
'.� --1/-t /.y9 / A w
/ '� "% / ` v
t � ti \
if I
}• . 'eft
III
/•.
a vV'�
t / .-1111. ^.,
y v
d-1111 1111... -
.. ................... 5 11.11 .:"
\ � \
/
9
.5
�.
I
_ J
2: l y
1 ,
J
c
� `R' T v
RE
,,
i
\ S
V'
r'k
z
i
t
4A.L
3
, ,y_. 111 �f 1. ., gra
, :,
y \
5
-,196
396.
P\'\\
\\, .,. .. iii
' � AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY
40.5 .; -� v£ ,� . = �, sys,;, *� �, -' 1 - /% 4-' , � �c� fi' v I ", I , '` - CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
t " rr rs ' ` 'r " �p`v<i ,S,, +'� ' ' / / v� `^ , \\ THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE
%,x / z, all, I- - I ' ^ v' ^v ,\„ OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
,,>"' y r %'��' s :,'av, ' Q<'po," V< / ,y°'+ V ` REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON
cy+, / Yyx.: ✓ ✓5r a` , r a r -.. /, n4 / y�O, / /' , A�, .,\ ,\' ;' THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
'`' r'\ T11 1,� j % ; ;� \ ; � \, ♦, NEGLIGENCE OF THE OWNER 4R THE ENGINEER,
�`\ 1111... -,; ,g \ ,a, / r, `, \., \ \
r �," A %i C / % T 8.3B TEM�ORARY ,\I it is'ri,,'a" \ • \ '1`., 6, THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND
'' �`�' ` r ` ' ✓''r x�• ' �� Fs % ' T& -4 � Q,�. 4 39, 11 SILT FENCE � % �` `` \ -, \ \• i APPROVALS HAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES
" b 5, r z „"7%,".: i , i u. zr'zC ^ >.`c,4 ✓ r✓r > f✓✓ �\ \,I,�\,
`�'c ��/� 471 ' EYP,} // \\ \ ` `^ END OF PUBLIC ACCESS & MAINTENANCB OF WEST PETTIGREW STREET BEFORE BEGINNING WORK ON THE PROJECT.
8.G :::/ �i �i"y :fs a.✓e`r's'i:.:.,-'a /'xF a A„f. /, /,^ ,-< /�C` v_, c� / r,, A.A A., .
✓� ^a'"```�? t , ... 1 / t %�4 l (�f�� 59 , 4 / T `, `` '` , ` -` ` 7. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO
rr e aa'>T��:., %(�°r✓., 4:: ✓ /r /, Fxi+'+v'' � p " `.
rsr ry, _, �"�,r�," , C! `,, yo`t' ''p.`.,`• NCDOT STANDARDS AND SPECIFICATIONS, DURHAM STANDARDS AND
, � ,%' ,'•I/ / `" v _ SPECIFICATION. IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS
7,:' a r rES� .,< { s~j' ✓`�a�/- c r `" / r / „sr' ' / `` g. n e / / / X11 V `,, AND THESE STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL
rfi^c✓ a, ` ' r„rN<y-c - ♦ ,-" r ',� r , x yr=i:: rr,� . .. ..395.. _.'o° '' ^.,:u ` �,� `•` ` i- V EXISTING NCRR R.O,W. APPLY AS DETERMINED BY THE ENGINEER.
s Fc✓ /' $ / Y E ✓ , r ' 111 1 394 'ml- T ...1111... v ,, , , V „ ', ,
\y rn
1 a r., 1, , , < " s'tr F,aa ✓ syy b z\✓ ''s r- ,✓ ✓ : / / s``1 I
/ .. C 396. n._..,... / A,,, V \\ \.: v' t%
Ct .„. , ,.,-.....E�G ``a,
r a X a _ ._ � DURHAM STANDARD NOTES:
,,.%?p E" m• iv _.i ,,.✓}, L fz 1111 _, S/ , I v r1/•. i '.- .Y", `\
vz/a,, ;_? :•/ , :96A. �`\ `v..,
a `t' ,a✓ ay s, 'fvr"a ,.,,- >` ✓ ✓`"v "v i r < / " / 3 �' ti/ v yvv ` , <'S9 yl - 1. Tree PromotionNato UDD Sec, 8.3: Tree protection fencing must lace riortoan
x� ✓ 'iu £""': / r'*as1' t{'. a ``r h+y < >' s r / si/'c M '.'r-+ V / A\A. , / :A - b',....... A.( I P g P P Y
V v demolition, t
w r �, b n land or ssuance of a radio permit and Shall include warm signs osteo
✓ .z ♦Jx r x f✓',v;,A>� ,<:; ;✓'6Ys -2 „✓-,`w r '' 3 5 - �V - V V `._e i i, ',grading n9 i9 P
- � � in bosh English and Spanish, as follows: "N Tres essin tee Protection re Prahi id a
z -s a � ,r,c s ✓ S o cU A ace b o Entr r/
9 P R BIT
a
a h / v.
c n v °� T
r /, a ` ✓ '"'" s a �' v ^✓/ / `' `v�v `y: OF NC RAILROAD Zona Protectors Fara los Arbutus.
C
v w'm
h
r. s'
s
v � J. ,
Yr ♦ '»+ t TC 393.00 `\
n r r .,n, > h
£ r v , \
n t t ?
3 r.
/ Z \
} a '/3 ace^,
c
�✓ zxd r
n rs ♦-'> r 'Ao
•r �' v\.
m. m x f s : �' 2. Root Protection Zone UDO Sec. 8.3 : ars one foot of radius for eve Inch diameter
x :.'% < - v 1,Z">'. r ✓ rr F' ,., a sy3' �, a e^ TG 8 43.'.... .. •'' F„ 2 V ^ I } erI red every ofisareof
�"
A @ existing trees or six foot radius whichever is testae No disturbanceallowed in
"x r ~he,✓fir:._ �/ / / ,, .., zs. "/ f;Ts ,✓ , _ ... TC 39 62 ...-_ 1111_. \. ", t; "AIJ -\, ; '\ 9 Ichev Bg with this area. Area
-
a t / s3 L 1111..... 'a:_, / t
a r ✓ a / a \A ^ most be protected with both Vee protection fencing and mining signs.
xr' t'i"' / < s s �, as » ♦ ✓' �' a4 5'r<c /f r r / , _. A. A' ^ �. P P 9 g
s r A
t !.=> /nw'�s- / 3 /�''� ✓`.Y ♦, �/ Fy/, -/. 1 / > 1, / `+;._,'-Y..r/sS:l Y;y>E' /a W , b ` /\ `^\+�V" rY\♦ A A�.,. ...��.
V "; / 5: r r ,, g >"Y, ,~<•"x vd ✓ S `/ c if . a+, `u'/7f �. sv/a ny : r✓ �. ' . W 1111 @q, A '"m\. -.,^ Z���J \�, � 3. Sanitary sower easements.
' b "' ✓v `�' ; - j F''`7 ✓ ` \.v ' yzy -�''.a /a "- i x'« •• , r ,, s� , \ "' ,` \ `..r/I 11 - ' ' Gi�Sao Public Works Standard Notes, below,
'.
, i &`" f: m y .> `' r,,,✓ _ , s ER ?'J:,d>:f5-. r`4C s✓/v ✓„ kh; 1111, ,..,, ,4 .e. i... \`.- \" y's\, ,. ,;.--^ , ,.,
,:>e ,,,,, <-:/ ~r xy y.. r,4N ,s`'Yy\fie ar, f ,ti/ .E:.2`p;, ;ss& ( . \ \ \, ,.�., Goun :Centedine of toot wide County of Durham Sanitary Sower Easement. Subject to terms Hated
Y ' ... ..r, f,^ <N"`a v /9.., s F�'a') ? /:' +, T E.. l> ir9 .. ,.zr'.. .:,� � s. ♦. �`
/ c3 ,\ @\ ..,\� \ '` \. .\\, i the Declarationin eat s k 6 B
,y::` r „a}^ .g X `w�/ ,,,\ t :,i • $ 91.52 f `'\// - '.�' \,� TEMPORARY n R Estate Boo 1 2 , page 145. No Structures, 00, embankments, trees or
Y '..R. .`M:,:r /T_/.�"? _;.r, ,a:. .,.. /1111 _�_, „m ., a ` . ;a,e.'`za .� 6zb C.£"i. �,K"b'F>iesY xe`�` „� . A ' d k,s_ . /�`� a.. -' ,. �, ,.� ) - ,
,z. obstructions permltffid within the easement except according to those terms
TC 392.88
/ I
\ a'l
/ `,\g4� \\ \\ ?\ �//: / \.m, - ary i�, ,, ,: r,N '♦ „Fa ♦ r'�£ / :. Y f s r7.. :r.✓ .<`� rhrz �tv .. ^"'; y xtK �c \ .�, x "Y2 ak" ,T {L' ✓c .�'
/
/�, . \ , 9 ra. t - '-.n. do ro, 2/ C}.: v x ss ^i > a. T y`; r ,�.. "su",?: rr *•z\ 1'✓' .. m"a.e..?` TC 382:22
/ R f h. M ?.' /
\ ;✓CSF. 3e r �
Y .of /r r% 5"i e- s is
\ ✓ i z N z s
\". \ \ ' \ c� <. 'v ^. ra2w
\ 0. J q P
" / a /^ zr::r'. >J rz,'. ,r✓` :'x e3- xv k£- $
a
r e�
Y^ n K,: vc /n .. , l_✓ Z✓. 9 k,;.: $ Jt' l^ n ,:,, ..h. l %s.
11
;. .. u„ / 1111- /✓. h-: .n M^K�.. a„ r. ,,.,
r t <.. r y -,. ..
.. / r. a. ., . , .;.
r > a
.. .. 1111 ,. ,.. / r - - 1111 F ,,. ,. - '�/- r. ,.:a. >.. :..:. s..wi.....a,. -1
/ m
C 1111 a.. _, ,: 'v_- .. ft 3 .. c
/ :. „*, . .. n .. .2 .. _ ..-1111. ,.
i . .% 1111..,... ,/ TG,.. ., w. ti
\ n. ....: ., 1111 ':^>- - ✓ 1
\/ \ 11.11 1111. ,w > .,.. 1111 ,-,�,
_. \ \ . ), a ,. ,.. 1111. fi .. r ,.
Z t 1 / z r
. t
Y r. ,!
i >.>.s x _ �.>.
... . f �� , x,_ ,
. v. F \. _.. - >ah 1111,,,. 11,11 „b-' , r- a... ,- ✓ ,.
\ /J -. � `", ,, . . ,/ 1111,: <..- . ,� r .
/ .1.,. 1. N
v .., ., -. ,. t ,. ♦ .5 ,.. 1111 .a. .as'. ...,
h 1. G C� , ±is
A $
1 A F M.u' -
1 y � r rb J4`-'
1111 ... , ., , „
r.t < j ? ( %... � "{ ., i , a, t .", / ...;Y \ r �.. ,.,.. .g,..5 }, - ✓ ,Ac F r -s r -?ro^' y' y ( "S x.:
„T. i. ,,, 1-.: t /. . "!.., "1 ✓s.. 4:' b. T '.s'as`_. c. ,✓ `J h" . x . -.P x
..Y / ._f- v..
u r
\ S %
Pr Axa
/ rT ?
, ', s $ '', t `' 1111 i i . , -: i .. M ,^'s ., >r' i..
N 4
a ,5y�
q '.
\ , \ , 1111 ., ,�
, t _. l .z z.... t..... 111,,1. ,x ,
i -fi r .v.
:.,./'-' r 1111.
'Y i^?_..f ..f. :v:. \ �s. / .: i of `...,/ / \, a ../ ✓ ,i>u < Ia <ry G/._..,r s t y / ^. L
/ .a-.. . ,* .? a \. , Y, _ ,vim... 5 > c ve
N / ,1111 \: 111,1. J /. ,
53 . :: L- r. „ .., . s 4 "z :... z s•: ,'. 11,11
/ � \ M ., x» /. /- , ,. 2 , 1111 c ,,.....�..
.,♦ \ F - . 1, . 1111
.. M ,' 1111 , u.- _ v >- ,,...
-. .. ♦ \ *. / , v" T .. 1111
.. .. 1111 .. 1 „ �: -:>:C. v_
-.. ,,.. 't \ 1111. ,1111 .,... ..
.. , / , 4a>: 1111::
, 1111 .. . r:- ..w:.. n. _ e '_ _�%: ,. ,-,
., R .,. \ ,.. _ 1111. F 'v
11
, / .. ..
1111. z.. 5 . ♦ //
\ ,_. , ... 1111
x a
S., �,t a ``"'3 �\ t , m:..` / // /' }.✓ s c; " r
,, p ,� ,. 3 "�_•:n. "♦ .':\
i \' , .. \ \, : .. ,_ �,.. // ",.aa , F:. K ✓,.. r" ..r,..G.:., "Z 1-'1111
\ . \ L 1111 1.. >
v ~, ♦ \ ,. .. .:.
A f.c %
.. G: C. , \, ^F \i't.-'v I(-.. \ <, ,,� ,.'-V, m r /'1 ✓/ �) a Yr t/ .R_. Y; „r 3 l'.r'
i A \ S / 1 / \, "�^°}r .:,::`/�, aS; / xca,r r2`ss3 fir's r,j' s§%`y`S ..%
/ ,
,. v4- .A '>ai` i //: / ,/...y ../ -.-. AA> / ± / ,, ,•/✓i% / ;,vs v'w >.:-. n F !„- s -a zc-Frhi'"> a. N
<'. ' / ,±;,1111 f ... .. , „ ,, .. , ,.:,,. r 5 .,., e� ,`vcn. r c.I' ll, s
u. .,4::. ":: . , n - / / 1/1 ...1:.. / ... 0,., .... ` ..- ,.....-: -,N / S ,-s / - _ v f `r' ,�'< €-s a ln, /, x :. s..
t. x.,, - \ -. „ , . =, r -,�. y.... ..3g9 --'`,_. "^ r a rv.. / ✓.. :✓ 2 <z - i } £ .mac
1 , - ,. _ 1:1.11 / .. /- _.:`%, 2
\ ,i 1 r
o ♦ A� \
I//fes A' r 38 F 1 L f )'
Y \.. ' ( \ \ .:.v '%F/%'O I"Al �/1'� f r'z 0 .... f / a,> z „r.e Y / 7r>- /. rvmy,-pf✓ Sa� �`h`,>Gra :. >x' �3av ,yL Vis`', j
. (- ;'� , A / / X .. ,C v l ...t. J(.3 A c ,. r J s fa !/
a♦ .. A. .. ".A: - i•. de .. ti 11=11. z ..^ 5 'a,Y. _7 x ,✓ '.' 'i/
9. :. -/. ., ., /,.,, y
/ / / . y era,. ♦, x, yx .a....s.A
r .,/ , y 1111 1,111 'x, .,.,,.> t.,_, „ 1 ,1:11 '
I A n
✓ s
/ L
T /
1,111 ::.;. ,
\ ,", ::�.. ., _..... ^ `v .,oma, a sr.. ;c
.. .. .-. 111,:1,
\ - r
l �
\ a � s"s
", o ,--.. ¢. � .,. ,�` ..: ",: A`. .•• ,. ,.ld 1. ,9mn, _ .% '.: v.!a-, H V,. i
V 4 / i. ,. 11'1,,1.... ,... ,. ..
1- ., ..L
A . ✓ � � - '\ 11,1,1 ., . u. r 3 x
e..L w'ar
1. .pp�� .r .. 1111 .. f.. ,� / ,+r. -
z r
i v u
, .. ,. 1111.. ,. _r Y .., <. ,r ✓-r A _.
P \ r ��
^ � , ./ Ai °_, A A,/ %., -/'\. j_'r `; ! r:..: Y,:,a 2. a. / /.:. >,�'�_ ,.�-. % a,. v3"/`!✓ • n�'�§s/ 5 `` � � •,:.
e $ ,;%.r ✓F ":,f aim/. /.:M
// r r r .:r v
.,a,> A °- �v A?. A`•", v, V l/i1/ '/ S,/. /�� / $` <: / �.. s; :. i sr.✓//!s>� ; / 'vI �/ @y,
\\.. Aj x,(/ / v1/ / A A / <✓ fir. i / /\, '` ✓ /y > �s i.a -'" 9/.v,Y < 4 MrN /.. EY ,,: 4d
♦ pp\11 .`: �' a ../r- a °E ^h r 3.. , \ `\
/ J.
r 5 Y
�J/ � M
Q� `\ IP '\" ,.,�,si-1'\'>,. `_T, \ \' . //,` // \YI/� /n`\ / 99 "!' \? /T.`'„ i\ ,`''fig, %','i..',r' ,> .,�'-\!n!rarf ,; dfr..
`i1/\\\.♦\ \ \''' %*. '/ /"� /• '/ Ka -Y' z "':�Y t ;/
'>'. \ d, /.. : / %a ,1111,. r xis,-
-I �,, y `�. cd... `.
♦ r. \\ ::, ^' \ / d 4yi/ ° o, / ,'S,� 'rti-, , ✓..., / ' /// ^ a 16 ,\\ \ roy >x
' U$ \ ` >°j, r't j \r^•\ \ \/\ /"55 < ' "7 ,\', \ \ /y �/ // h° ro \t\ i ! \ % /
1
\ / I \
\ ti
/ \ .'
. �" \ ''i :.t+ " +� 7 '", \ ..,. , \ .. - .. _, 1 111 111 1 . _I r.: i /.
,/ \ 1111 .. ... ... ...........__. " , r' a %/
, 1111
N( `' , / / ��\ i+ /?. 1\-- ----, - - - z t ,\. i 1111 - - 'f- - - -. - - _
�g.., d T
, (, ': . r` `'ll %�\fl,,f \n,\; I - IS(;/ I .; \_ -1111 1111_ .- 11.11 -� -. A.- ` , L\--^eii... 1111 �'h0`O_,�.-3- -4 - -to +"'Y
\ 7✓
,J
� tp� 11.11.. 1111.
..? .:, ... ,. 1111 -
,:
Y-
.> , . , -, Y /.. e..-. ..AI .•W+"CST y���
:11/., ,' `I..':\ ",�C t,. v « 1 / ,'-'b, '%^ ''G' )- ...•" • .v; v. i :" ,.n A Fj: ,^t Vg's^.W .r+i',.1: '`. ..a-0.
.. _ ,!` fv�;. '\ /r: ,: `.,.. %. r I _ %v."-399. ., �gg. =5.3 } 395-t9s_". As'SQ3 ¢°wd•:r .,=3s
.. '♦ Ate. "✓ 'G r '..r _. 2' ,re �..',iy>�',�k v' `` ' .,,e .er'. 39
V� 7
"-
�, _v 3 .
`\, Y EI '1 2'. I e 1 _, ,- ,i .A':\ \�� ,I}..-. .,,.>^/ F :-, ...i ,. fVz?, as �>,3 sA 'T5 i m.c^$,i a ...L*,F1 ei.t ..--�._,.w
t. ,. -' �;
ll
\ 396 ♦ 6v _ r ate.I 11 1�1/ , / \ /11, 395 ,. '.z,
. t 0- \3$' y v ..3,99 e i, t 399 `� t r /
E_ v l/ ti >, v
t y\ " ,.-,, \.i% _' , 1111,...
EXISTING PROPERTY : t C 398 - /
BOUNDARY (TYP.) I / `\ ` ',..\. ^ `,
% _. v _ 4 ,
T r
/ i C 3�4'S0
{7v'/// /??, ,
/ �j/
/ / G tiro
0
-----7--/- -
, le
a :\ /
F
,, a <.
'i, r'>
/`r./ ., 2 ,<
"yv 3
1 . <` ,,
\ EXISTING BILLBOARD / , � ., fl
X ,y: I, 's
T', q. , fu" ,' \
,_ ., 1111.../ +,:, R,E iA1'tilt G \
TO REMAIN \ „ .,b,, \
.'=w 5 '.4f' •396 i, ,.r• ,
9
.c,, 3 'v)
,� ,. / ..., , 1111... ...... _.
\ ..,;
.. . , ,. ,; ,1111 1111. ...�
11 I
� _ ''
11 � \ I t, _'.1 .il` �;L..1111
P i
1
``£
`'•i
Z
`,
`
_
9
`
PROPERTY INFORMATION
PIN: 0821-07-68-2348
OWNER: WILLIAM B &
CAPRICE FIELDS
DB: 2117 PG 988
ZONING: DD -S1
LAND USE: VACANT
EXISTING PROPERTY
LINE TO REMAIN
'r
,
u
bl 'C } t
.i.. ,>.., c,b
w$
$
l
P
/ �,
`\\ \ I \' StLT FENCE
"„ de6� �` (TYP,) 4. City Storm drainage easements: See Public Works Standard Notes, below,County Stone o,
,
\ \,'-\ ">�`, private drainage easements: Centetline of toot wide tlminaea easement for the hnai'd of adjacent
7Y `
r e Owners notmaintained li u t
*;. o ow r by public authorities, No buildings, suudures fi Is, embankments or
_.w \ property dYD rig
Within obsfr d'permitted vithnth a am
u Ionsa easement except accordin ro those terms.
m
�.
c �'
li�Y
\ "5. Fire note to be included on alit tan shoat: Provide Fire Pians ExaMner one
i>< : -<.„,w, -.,�, \ '. \ - .c,c ttYP copYomUlio
„ ii%s' ..
t
a � s d
`w � construction dmwin s, showing underground round i in layout and all fire a rienances. Penn' to
i1v\ t 9 9 piping u n r
/� \Y .
9 p Y DR
1 � /' F
v.. installation of rivals fire hydrants) must be issued b Fire Plans Examiner riot t Installation o
// '` Y, \ i e_b ^,`\`\ ^ PJ \. \. .• P Y F.x p o 4 f saw
_j i _ .4 ,. , '%\ //'',,\�� ' \ -"fi^\ I/ hydrants.
\1. < w' '6. For County Soil and E cion Control:
\ zl \ h
R
a
® . \ a
� ^,• . t,- a. A sedimentation and erosion control Ian must be submitted and approved or o
"�,: • d n t. the
.., -j. `, , ... / ,1,111, .
S \
C ti u'
"> �`"�,. ` ,� \ '. ��� �:.r \�•. Issuance ofaland-disturbance permit
♦ s'
\ F b. it an offsite soil spoil or borrow site Is utilized then disturbed a for h i
O `. e e feta are ole Bborrow,
P spo
('7$� C'; Q- \ �`\ ' t y„ / %\j'\-` "• "5 '' / /' site must be Included in the lend- disturbance plan and permit unless the spot W orrow site already
'` ' t � has a land4siturbance permit.
O_ aI I � -1 r > ,
CSR �"R"' L \ `- "' � / \\, \, `\i r / 7. The Basi min rofessionai a NCPE N PLS or NCR -a r airs afi i r
�. q < •'. ",•T. `,/ g. 9P ( G LA s eq d). of submit thee IS) seta of
Q
'o . � ,, 1 7
. ^C � construction rawin s a the Public Works Department • e vi r
\" . / '-'-;Development Ment Ra ecu (o review and
�\ s
T3'P
C
♦ Ql �- �'lt'p",h! �` A^�`.\� approval. Construction drawing approval is required prior to commencing consWctlon (see
v h '�} :,. '- v 2 % Construction Pian Approval Process). The approval of construction tlrewings s separate from site
�h .;?. s;?,.iu. v ffi
Ian approval. Ci o as lett r '
` � ... �'. � r'r.. �` �" ��-. * �-� s s evlew alt sizes materials sl es locations, extensions and depths
1,. t.., y p apo N .. W awns epth
3
- - .:. ,.
v
�3. far Ilutilities e
, aProposed Iia w to m s s
rG a Sanitary war loos and storm drainage v
66 /a ( to se t nn i a e con nca stems for
vry 9
system) \ s<
♦
C
Compliance with all applicable regulatory v h P re oto standards edfice8ons and best management
v pP B , sp t
ea
v
N seems
$ >
`9
/ " ` y T ` \, ? i ;1/ ,,, ,i\/�//j 8. The designing professional (a NCPE, NCPLS or NCRIA-as required) shall submit one (1) set of
�p v2 .,, --v , /-
/ t
, .r as -built drawings stn the Pubii
� r, /�� • ..r, /' g p Works Department - Development Review for review and aDpmvs•.
`%9 `'I /, \S.' !/,//^j !/ / As-buit drawing approval is required dor to water motor InsEalltion major sari sewer
? / ., •. >` ..1.., 9 PP q P nary service
a
, /. /
3 \
.9 `.r``a connection antl dor to i u n
\of cera tete of Occupancy.
7 ` T /
\ !
4 ' >r i
.� :r, \, 1'/,,,J�. /� t,, �.., i/
<� T /\ / , 7y, , / ,•9. Fire flow analysis required for review and approval as part of the construction drawing approval
i. \� \ ' ,, r:` ,",?/F.G>.q/ r ` X> '''`t rocas. To schedule flow test or to obtaincurrent cu. ent s tem data, complete the untied application
:'� O, . J` ° o' 'Sa \'lijr // \ r(httpa/durhamnagovlctVaPtPwd/Pagesttiro Aow.aspx).
`\ \, �\\ 1. , i j f sr 10. if a motor 2' or larger is proposed, contact Water Management at 560-4381 prior to the construction
g\ \,�\j ` t 11 r .�„' of the meter vault to verify the type and dimensions of the meter.
\\ `" '�' "-\\ • \�` t \ `fir "E ` " "z_.r 11. Water permit required after construction drawing approval and prior commencing water main
\\ \\ // P q R g
/•`v
\ \. \ 4 '',k"'!Yi/ _ TC �9 I - installation.
l \\
I'll
\'\//TC 394.66 i ±' ` '" `` ? < - :12. Watereasemsnt nota:
✓ °$, , ! `, r: '\ ":. Contortive of 20 foot wide City of Durham Water Easement Subject to terms stated in the
/ / i , ,. _„ e ,,;, Doderation in Real Estate Book 1510, page 958. No structures, fill, embankments, trees or
r ' ' r : '- - m 'r obstructions permitter! within the easement except according to those terms,
` / / TC 395.45 1 : .
M
-. /, / , '- '•:,' ,:;.rs ;13. Sanitary sewer easement note:
. ; 1111 , i 1 y;i . ` ! ; /' Centedine of 30 foot wide City of Durham Sanitary Sewer Easement. Subject to terms stated in the
'"` / //" ` tv " Declaration in Real Estate Book 1510, page 958, No auudures, fill, embankments, trees or
/ '_�.'r -' 385--'_.1-• 1 ' ? obstructions permitted within the easement except accoming to those tortes.
I '2 / Y/`2',; ��\TC 395.47 i."i J 1 '
c- e
47
o--...,
4. Fo
Dave within
s. � " ":-=: Developments thi thN se River Begin(Payment,required, to '
N
?'y
eu R v 8 I Kbe determined Bunn site
r
Ian review),
v\
/ P
e e
w:
/
�1Y
388 -„,<•,; •A site Ian cannot be approved until a recel t from the a Car
1 p ltJ i P PP p North Dana Ecosystem Enhancement
Y: - I
/ A
yj ;' ,.:::. ....... / � in. ,', t,. Program has been received by the City of Durham confirming the payment ofSX.XX in offset fees.'
il
\\. , '
t ' .- " f i : p 1 i .. , 115, At a minimum, the sformwafer design details for this project shall be governed by the minimum
( 1 y F j 4 b \`'\ _ standards of the most recent miUon of the City of Durham (City) Reference Guide for Development
f 't F I M /` i , g . ., (RGD) and any Letters to Industry (Posted on the GIVS website) that are in effect the date
"-'---'- :g0 Construction r wings are first received for review by the City.
I 1 1 Da
i io ,\ i i i i „ 16. Final design calculations for the smerwater control measum(s)(SCMIst) require the use of storage
indication routing thod
ca me ole such as TR -20 or HEG1 modals. For each SCM as applicable,
--1.11111-i Y ,
,_ 3g6' \ I ' 1 \ \•�\ slogs-atoraga relationship and inflow and outflow hytlrographs are requlratl. Ali tabufe[ad data
9/ I 1 / \ including calculations showing the Iimlting dischar8e, whether odflce, weir, barrel, or ou8et control. as
', t... and
.. „ , `•, r 1 / I 1 recognized softwares which Incorporate routingmethodology
t ♦. 1 \ appropriate
a[e required. Hyq �o Hydroa Ps, antlaccepted by the C commonly
gg
;� ;: 1 / I 0 390 17. Stormwater control measures) (SCM[s)) permit insist, the executed Stormwater FacilityAgreement
1., %/ ' ," I 1 i 9 \\ and Covenants (prepared by the City of Durham Stormwater Development Review Section) and
- "' '-"' •" W . either payment into the Stormwater Replacement Fund or the prevision of an aftemate security is
R Y P
i. r' 1 .' ' ;{ 1 I ! _ i . required for all SCMs associated with this development. Construction of the development Is net
' ....11.._.11..
'11.1-111.1 : -f t allowed to commence until these items are provided In accordance with the terns and conditions
outlined in the Stormwater Facility Agreement and Covera ns or In accordance with written policy.
;:`' I 1 - H I i; �, The designer shall submit a sealed err moat's construction coat estimate for each SCM Deed N
. : i I p.F 1.:, 1 the development prior to approval of the wnstrucdon drawings h a financial guarantee in the Ponn of
' ----- , 7 ' i/ J : payment into the Stomrwater Replacement Fund is utilized. Note that the Stormwater Replacement
\) - /- ' i ' !I 1i Fund is the only financial guaranies option for residential developments with a homeowners
397 : 34' STREET INTERSECTION association.
11,11.:. g PARKING SETBACK
v- t ''
i i '� 1 ` stminwater
\ • /' /i x E „ Certifying Engineer (BCE), is required, The as -built cosmposgons allsbe submitted) thaccordance with
f -" "-""" fVi I ;°�' -....' 392 , the City of Durham BCE Program, refer to Section 8.6, BMP Certifying Engineer Program for
9 09
\ 1 Stormwater SNIPS in the City of Durham, of the Reference Guide for Development. The SCM as -butt
\, i.., _,,.,....._ \ :' f 1\i , i , canificaUon(s} shalt los approved by the Stormwater Development Ravi" Section prior to Issuance of
, \ \ It
_..- , i I any final carlificams, of occupancy/compliance for development, With the exception of when an
'--- - i.i : i , 8 appropriate construction security has been provided for single family or townhame development With
,,::;;..,,',,:r'_.";:;;,,,\ .. r I I r @ f) - this provided w0atrucbm security, certificates of ocr,upancylcompAance can be Issued for a
' 398 a ' c i f \\ percentage of single family lots in accordance with City requirements.
c
... 1111.__. \ { ,..
, , t 393....
rA g
I!
/ ' \ I " t' 'i, U, : :1g. The DevefopertConfractor shall schedule a proconstrue8on meeting Will the Siommater
\ / I , "@ t- ' Development Roview section prior to commencing work on any Stormwater Control Measure (SCM).
p" -� v, i . ,e 6 -f 1, I" It the SCM writ be constructed initially as a Sedimentation and Erosion Control (S&EC) device, to be
\ 44 1. � fita - � s y � ' converted to a permanent SCM at a later time, the preconstru�on meeting should be scheduled prior
.i.. ..; _ ,,, \ { W to construction of the S&EC device. Call 919.560-4326 Ext. 30238 to schedule the required meeting a
x\ \ "' 398' ' \ ; { 3g minimum of three (3} business days prior to the desired meeting data This Is in atltlttlon to other
. \ " C') Q° ,G9 °'' I / 4 preconstruction musing requirements for erosion control, engineering inspodions, etc.
11
11
11 A I :A'" .�. \ -r zo. General Notes:
\ ♦ \ , I <(. .. "State and federal emit authorization may be required from the DEHNR and the U.S. Corps of
P q
. 1 ', i. .,. .. \ J IL ,Inll , ; > ,81. '° Engineers prior to the commencement of any land disturbing activities in or near a lake, stream,
\ N.."" ,,•;, fAj \v ><;< s� creek, tributary or any unnamed body of water and is adjacent wetlands.'
\ 12 BUILD`TOL9NE°' :� y
9'A i T� PYY wy`ti vin-Sii '2Fi NS,M • SMs$4 MHbWY4D " .'.�rv''.o4', ��, X 4dI I i ,11 , t
0 30 60 901
SCALE: 1 o = 30'
OXFORD
5C;�tIENCE+TECHNOLOGY
A f& I3'oMed Reolty Corilparly
�" Horn)
NC LICENSE #F-0102 2016,CO
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: 919.835,1494
FAX: [phone]
This document, together with the concepts and designs presented
hamin, as an InstNm4m at service, IS Intended my for the
specific purpose and client forwNch it was prepared. Reusoof
and Improper reliance on this documentwilhoul w4ften
authorization and nauseam D K •H rn
ap Y Tilley n and Associates, . Inc.
shalt be without liability to ximiey-Ham and Associates, In.
SEALS
NCBEES CERT. NO.: C-1347
< uGVU r t ({CYIJIUIVJ rcm LNU Mt:vICVY
1 1TMOOIi6 REVISIONS PER I ST. REVIEW
NO: DATE DRAWING ISSUE DESCRIPTION
DESIGNED BY: 8G/LA
DRAWN BY: LA
CHECKED BY: KH
SCALE: V=30'4"
DATE: 10111/2016
PROJECT NO: 016997002
FILENAME:
GRADING,
DRAINAGE AND
EROSION
CONTROL FLAN _
SITE PLAN
APPLICATION

,ocuSign Envelope ID: F7272FB6-4BF1-4DDC-AEC4-44A63AC3C18F
r
T B• D MAX
w FQ6W OF WATER
fix
.. .. TD INCRvAst sr0RACE OAPi6C1- Y AN¢
PROL(ING THE Lim OF Tilt $TLT nNOKr, IT.
IS; 6ENF-itAL1,Y ApVIS.A[iLE TO .EtIG A
S,EDIBAENT'PIT IN,FRONT OF THE SILT
FENCE WHENEVER POSSIBLE:
E
I
D�
a
N
o-
i
a T
O iTt BACK OF CURB
m
�p MaZ ' X
3' 10•t0 X07
®tet Y P P .? P V
a iZ1 ° m
=CD:m0 ;
z f-4 a •°
G7 M . s • o;'
O�D1�
� 4
c j
F-4 PLAN X
z
Rt
1
hf
n? �p
m D SECTION Y -Y
m
C... C) A RISER HT.
C'f v 6„ o •
_U°b•
_U W 94,
II � WHERE 30" TO 36" PIPE IS USED
WHERE 42" TO 54" PIPE IS USED _
DETAIL SNOWING METHOD
SHEET 1 OF 2 OF RIS R C STR CTION
$40`.02
�R�?.`M CO'aT�Oi DET,ATL
1; 1N�I DEPAWrN-T,NT TEMPGRA Y SILT FENCE
]LET:
TEMPORARY SILT FENCE
2 ALE NTS
GENERAL NOTES'
TOP ELEVATION
12 caucK q' an, oR a"x�I> :,yErOEv a4t i
© Y
e „
PROVIDE ALL, CATCH BASINSOVER 3 •S. IN DEPTH WITH STEPS 12
ON. CENTER. USE STEPS WHICH COMPLY WITH $TD.. DRAWING 840.66.
NtltlKKA (YFTR'a PRRitlFtiA9p t1kaNNP1:'S FSH' 1
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAN DOWELS AT
iB-1� 0 U
?50
ISEDk Postss
t,y_ J 1-4 'Z
r USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
ULTPAVItI.Er RP!STA}'D (8I,A2,K) MAOR
6, P C
(O(�
PhBRtU OTS £4UNt1,Et'T'SEOUREO 1t2 Vdir$: '
LLi Q z LL
F^
�
e
Nif MEifiL fL1P'SOi'c w4RE AT b"' tiCr
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE. INDICATED,
< z I. -
GtPlIER
to (— LL:0 _-t
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
NAX; $MMENT iTORAGE LM, REMOVE
OUANITITIES ACCORDINGLY,
a;
SEDIMENT WHEN THIS LEVEL 13 RVAOHuW AOR, '
F•^ N
Proctor
AS OIRf,TEt3
CHAMFER ALL EXPOSED. CORNERS 1",
a
A
1
r
0
+ R
Sand
TRENCH, CVVEIk Wf" SOIL & Ulliis %C01U,.
95
SHEET".DRAW'D,E (ONLY)
(Category t)
NATURAL GRADE
'FAF� AFFIW.12» OF FAWC INTO, TREWA.
9
Sandy
GM, SM, ML,
A2, A4
N
,..
CAR e' OF WIRE- [146 tRENQH...
Silt
Also GC, SC
MET%:POSTS dT 10'0.0.
95
'
�R�?.`M CO'aT�Oi DET,ATL
1; 1N�I DEPAWrN-T,NT TEMPGRA Y SILT FENCE
]LET:
TEMPORARY SILT FENCE
2 ALE NTS
GENERAL NOTES'
TOP ELEVATION
USE CLASS "B": CONCRETE THROUGHOUT.
© Y
e „
PROVIDE ALL, CATCH BASINSOVER 3 •S. IN DEPTH WITH STEPS 12
ON. CENTER. USE STEPS WHICH COMPLY WITH $TD.. DRAWING 840.66.
t"
Q 1-1
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAN DOWELS AT
iB-1� 0 U
?50
12" CENTERS AS DIRECTED BY THE ENGINEER,
t,y_ J 1-4 'Z
r USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
O co i
6, P C
(O(�
IF REINFORCED CONCRETEPIPE18 SET IN BOTTOM BLAB OF BOX, ADD TO SLAB
AS SHOWN ON SM. NO, 840.00,
LLi Q z LL
F^
�
e
U O
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE. INDICATED,
< z I. -
FOR S' -O" IN HEIBHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
to (— LL:0 _-t
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
O"H �
OUANITITIES ACCORDINGLY,
�
CONSTRUCT WITH PIPE CROWNS MATCHING,
F•^ N
Proctor
Proctor
CHAMFER ALL EXPOSED. CORNERS 1",
LU O
DRAWING NOT TO SCALE,
r
0
EESTO-NOL 840.03 STEPS - STD, NI
•-
TOP ELEVATION
o ie�
11
B
° E -.-I
5�.
q
a
.n
6, P C
6„
u.
P'
e
o.
n'
.e
v
Standard
SECTION
J -J
YktERE 30" TO
36" PIPE IS USED
SEE kOTE
AASHTO
WHERE 42" TO 54" PIPE IS USED
O
LL
0 � .
Q
0 -
CL
d � �
1q h F-
CO Ul
x � N
_I
c+3 V
z
6IJ
a
5
ur'
s-
SE,CTI'O
EROSION
131 JRHLN1 COIdt 'ry, NC
E,NGENLE G I)EP R TNILN T
SCALE: NTS
FINISHED GRADE / SUBGRADE
�OVERFILL SOIL
CATEGORY 1, 11, IN
SPRING LINE
6" BEDDING
24"
CATCI�-�I BASIN INLET F'R TECl N
ww i i
N.T.S.
WEXFORD
SCIENCE+TECHNOLOGY
A 181. Bio'•ticd geaYcy Company
Klmley)))Horn
NC LICENSE #F-0102 2016, Q
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: 919,835.1494
FAX; 919,6515847
This documenl, together with the conc®pls and deHgns presented
herein, res an instrument of serylco, is intended only for the
spedfic purpo3e and dent for which it was prepared, Reuse of
and Improper reliance on this occurrent WilhdR written
suthodzation and adaptation by 16miep-Ham and Associates. Inc
shall be Without liability to Kircdey-Hom and Associates, Inc.
SEALS
NCBEES CERT, NO.; C-1347
2 02/02/17 REVISIONS PER 2NDREVIEW
1 12x20118 REVISIONS PER IST REVIEW
NO: PATE DRAWING ISSUE DESCRIPTION
DESIGNED BY: BGA A
DRAWN BY: LA
CHECKED BY: KH
SCALE: V-30'•0"
DATE: 1 0/1 112 01 6
PROJECT NO: 018957002
FILENAME:
EROSION
CONTROL &
STORM
DETAILS
SITE PLAN
APPLICATION
Representative
Self
Types
Percent Compaction
Standard
Modified
SIDD
USCS
AASHTO
Proctor
Proctor
Gravelly
SW, SP,
Al, A3
Sand
GW, GP
95
(Category t)
Sandy
GM, SM, ML,
A2, A4
-
Silt
Also GC, SC
95
'
(Category ll)
with less than
20% passing
924D SI04n
HAUNCH—CATEGORY 1-90%
Silty
CL, MH,
A5, AS
CATEGORY II -95%
Clay
GC, SC
95
(Category III)
OUTER BEDDING
SAME MATERIAL
---------._._._-------
AND COMPACTION
— — — As HAUNCH
a
CH
A7
95�
tudermmo ASCE
16.08, •standard prod"
fees
for Dlfeetresion
usingstandod
of Buried Precast
installation(swur,
Concrete
1998.
MIDDLE BEDDING LOOSELY
PLACED UNCOMPACTED
BEDDING
I
ww i i
N.T.S.
WEXFORD
SCIENCE+TECHNOLOGY
A 181. Bio'•ticd geaYcy Company
Klmley)))Horn
NC LICENSE #F-0102 2016, Q
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: 919,835.1494
FAX; 919,6515847
This documenl, together with the conc®pls and deHgns presented
herein, res an instrument of serylco, is intended only for the
spedfic purpo3e and dent for which it was prepared, Reuse of
and Improper reliance on this occurrent WilhdR written
suthodzation and adaptation by 16miep-Ham and Associates. Inc
shall be Without liability to Kircdey-Hom and Associates, Inc.
SEALS
NCBEES CERT, NO.; C-1347
2 02/02/17 REVISIONS PER 2NDREVIEW
1 12x20118 REVISIONS PER IST REVIEW
NO: PATE DRAWING ISSUE DESCRIPTION
DESIGNED BY: BGA A
DRAWN BY: LA
CHECKED BY: KH
SCALE: V-30'•0"
DATE: 1 0/1 112 01 6
PROJECT NO: 018957002
FILENAME:
EROSION
CONTROL &
STORM
DETAILS
SITE PLAN
APPLICATION

IocuSign Envelope ID: F7272FB6-48F1-4DDC-AEC4-44A63AC3C18F
E
Ut
N
W
r
M
O
J
m
N
N
I
"" " . \.♦ I �, ..,\..`a '1111\
,.."\i\ . . t "\� _\
\ a, \, \
``, REQUIRED: 3 TREES (1/2,000 SF & ALL SPACES MUST BE WITHIN 50' OF TREE TRUNK); 26 SHRUBS \\
(1/250 SF)
'' PROVIDED: 4 CANOPY TREES & 46 SHRUBS \
11
REQUIRED: 15% OF 6,526 SF± VUA= 979 SF± LANDSCAPE AREAS Y.
PROVIDED: 1,545 SF IN LANDSCAPE AREAS ..,
NOTE UTILITY EASEMENTS EXIST IN VUA
\ /
11
t., : 4i.1 \W. .,\ / \ �\
Q \.\ j f \ , \...
. PROPERTY INFO TION /r \,\ \ a
// y vv
PIN E}8�1 01-.,8 8878 / \
OWNER: R. DUKE .r/�� \ \
`..`
t1NIVERSITY \ \ �'' DC7 4f a\.
r ' {�IN
DB: 437 PG 863 \P r'% / r \ \\ ` �J , - .-, ')
PD: 4`S PCS 91 / °� < ``. �o "' "S e: \'\.
/ " \ �/
®. 44*
lC7NINC : DD S1 / / Cz' O '2� c',c` \
/ -� <...� / ; av � ca 4 t�� 0
✓.
v, ,
_.
v Q' „ _.._.-s.
b
_Yo.v..
` ._ : a ✓.,> ,r \, ... -r..... 1111.:..
6y(
... ,err , ,.. v,. .,.i,. .:..' :^,
h
[ Y./4Jkl`1 , IA r J, ,...a .., \ bS' .. 1111..
LANCs J,4 _ MG.�?C L �
�,?1111 <5..,. F � _
EH c` 'k` i, '.:,z,; c"F zn_: �-a:. \ CJ 'C, C�".'\ Y+r
C r Q r.''
WAREHOUSE xTOfZA.;E 7
E z Ff . . \ .
' ... / -. .,� .. ".,. \... 44 $ .:. 1111.. . !i ,, -,'+ 1111
1111,..1111... ... r / �' 1-C3:_:`a,F.", g\!a`. .,}y r> \ \ , .[ T,,
_ .. 1111. ,, M LCH TYP.
U.. ,
/ i / /i's .) q„ Bey;' Ij
r r_,..3 w.. z,.y �,t J""+..
/ n' ra ", n� x s �c,,r:. Y �.. 1111v tti A ., LAWN 111.11 I .,�I
/ �✓� i ,, / \ .' :, 46-DYH,:
I11.11.
i
P Y� P; \
/
V
/ h `
,. ,_ Ys. _ } 1111 -„ 1111 1111.
i 2. Y
V v'. ., 1111, \ '.''..
4.+. ..:... / w
S3 O, 1
'V 2 , , � ALE'
v. 1x3 _ z .,.
,j , .: :,y . /. -:1111
mom' � a. ">r''. ,>.. t.... � �-. r „ m,:. _4,.
e / „ ... Nom: `fin . ./ r,..,. > ,r, ., ...
// :h� / K"a"e' x a"'"a�,:"%)g y r t f k t r; .; r f a (S` A'1
0, I\ G
,,. ,.. »..=.'^� ,.. ,. ,,.. �._ ,r. 11.11 /.� 1111
hh ^.. Y.. .?,. ,, 1111.. .. 1111 :\ '
/ / Y n k z r'r 7{.,"' » /a " F p: \ f .\` 14_: f.:I-1
l \
/ ...? N . <. s s 1111,;., s� � w ,� . .. - .. <? ,-::�. . �`
,> v ,� � r rr. ,
r J
r .. _. 1111....
/ , 1111, , , , . .. ._ ... 1111... '-:; ��y •,
s S :�- 1111 r.
. r. /... ✓_' .: .. 1111 :,... +.
, 1111 ..,�. „- c ;; .: ,,. ::.. , 1111.
, C- ..: ... ,. 1111 ? 1111 s...r 1111 '. TA ..:.
_, 3 C .
r ✓ /
D. _..r.., r 1111. 1111. V ... ........
l .,r i 1111 -. r :r ,
N Y
/ .. ... +.. _ S u 1111. . + 1111. '. 1111
1111 ., a... .. \ _....ix'
/ 1111 11x4. .. � .. ._.> 1111. .. 1111., _.
f c /.
f .,. e,»<„ %'. X_ 1111
,. >.. \ ,» { um 1111.. 5...: .'
1111 1111 _D. .,.,..4., r ., _. ..
.. -, e ,N .. r.< S 1 \:- .. 1111
.r , ,. a. 3 1111._ ( 1111. ...
1111... v.. -y..3 „
, m,. ,. .. ,, ..w_ 1111.... .,. �..., ..
,. _ . a 1111 .,. r
/ „ ,. � ,
f :..
/ ar
r"
�.. 1111 S
J '
r r „ .., r "x 1? s 1111..
, , .. 1111.., :+ .<. 1111 ,., a _�.
m _✓., ,. a-.-1111.
... ..: _L
., - ✓'.
_ 5� :'l..
1111 ,. F. . ,,, -, ,:-.. !
.. c. L E. s ... ?l. / .. 1:111
/ f >.. .,. ..a ... �: .. 1111.
, . , 1111..... h r,"l 1111. -..
S 1111>. ll' _r r '.\
_ .. ^;, .*, 1111 S,.✓ .. .
s
1111.. Y. .,' '1. ., .:::
1111.,. .:, r.... R.,. . .
t f� ;� � T m r ,. CR ;;:
/ z c s
G x 1111?.
.. r e. <. ✓ r-. � 1+1'11. ...._. ._ G
.,;, sry "k \. a„=;r a'. ,a -r�,�k ::r.` :: :.- YS,;_.
\ ��, ! / j „✓t \ >s i K J /°s a/:. r. r, 'K .f ,:c:' < r' sr .:_ `r ),Ica "� / £e.,>,/i > S, 'll.> *V"
v ,. z >2. r c ,r: >hJ i'/ ..e: < - c, ;r^' „/ i,.::: , \, r
r
'\. v /.>.. %`o .. ,,, N , ,,.h \ %x, 1111.., _ T. .. .iS.
/ \ G .:A :..5 //
/ � g4 a x: 11.11 ,v- T `.+/ 3n- i `, w x �'Y ' 4' >\t:::
r / » j r f SL S s„ '�' .. / ,-. i / x - -- <„'` r✓ s :. t,_ ': ° ' '.:.: A%11
,.
�, M .. :
-. „ 11,11. . � , h"�.:r� „
�' 1111 _c
/ /111;1. a\ / "`. f.,,- P✓"\'.:t.. e ,r' S -? .?{.. -/+ c f.:a z /;r✓ti 1111: . _n
.. 1111 ... ,.. / ": ,..:,.r„ �,.(j
. .. , :l` ': 1111 \ , ,.
9� r S
/ r_r.rtr7 a r� nif's',xr 6 ,/^i:? ✓t ay \ :}'xr ., ya, >,a a : •.',7
_
1 '' �:::...._:.. ., .,. ..� .`\- ,, 1111. 11.11 .:
,.-.. _ ..:...G ., .,. 1111_ I .. GS . H � 6 •?e ?.. , ,. / J
rp, l '4 k > t ``t
�Y � S
J T 4
/' t /" \ ^,
N b
1 r ° 'y -'y r 5, vvS'*"fFT'✓ ✓ t \� s c� h ✓,, s
/ q ' / Yi `i*, f c / al" t t J ;F } /, r y n r, ".ire`,'\,. r`a z ', ":.:'c "I'
,lli9 f , < , ,. /
1111_ 1111.. 1111 �' 1111 .: <,�/. r=^ ✓r._ --,,,: < � ,:.
1111 .. ^p ".. ., / ,
A ., ,. L.. J F..S? ,. w.. .r,., ..:
/ .. 1111 _ K. Z �.: rrW.... .. <. .... ♦, . 1111..
,m l ,i � 1111 .,E 2 1111 X,. :.
, 1111 ✓ n S r. :.b"`. _ ,. .u. ac.. a.
- 1111 r , N v
... , 1111 /e. :. .'1`. i.. , e„=.
_ ,.:>. , r :.v r 1111 , , i. .. .:. .. , _. ., $ up... r ... .
r .: , /' ,m , " `ua� r>,..,< Y., Y .rt/,:. m f
J' .v.. m. �. $`" .: ,.Y -.J 1111 >,.
r' : �+, i , f :-1111 ? r , „ .
, ,. � 1111 1111 ff • �c_ ,_ ..:- ;. , ,..<.
, _r. ,. 1111... .,, 3. . v.._ -a 1111 ,-- ,: �., r
I. � 1111 -n..., em . _, Y, ��,. n r
,P .r 1111 ✓ :;,. .m, r, .. ,
..e 1111. _ ry?,....f�> ., ,. 1111 , .. 1111.... : ..n.
e .: _ r.. .. 1111
A..... .. um.. "z. h k.
, , :. .\ ?. r, r „ ,v .:S: :,ati/ �- - 1111 ,
, .. .. 1111,. u.
r, (y� -'�, 5-.- ... �..,-. ,. 1111
,., \„/1111 ,.�_ #�,�, .r ,.:: _.> 1111
, � .. 11.11 '3i. .. ^: , .'an., ..
f J
., , < .t ,r„ ,., 1111 .» 1111 r / 3 ,
1111 i 1111 , „r J.. , .m../ .v . v..
1. ✓ \� N 1111 ax` -. ,...Y .,�..
.. : :... 1111 ,r.,r J:.t 1111.. .+2,, r. r:-.
. . .ear. i. ..
9 ry Ch,.
'S 1111. , 1141L
,n : r\ 1111 .,. .,. _ 11,11.. _ ..,
\1111/ .. d'i' \ \'. `y` 'a_{ `y, s'sts'F 3°/'�, ✓x \:r:%-�/rT, s`. Z,, r
r',, I; :I r : 's,, f:',.r `."` P .? y a'>`SY r .�v ism rX a r a „ 1 „3i>s 1� �r� �r .,a i r ,z G`.r 3
ti\
: g \' a,s "" V\G'K1 I% 'h vv y y , < X. i ' R r? '-xt r; ,r>>,'rL /+f' \
'':., '%. /a, 4 .i:\ krI <, :'\: �a rw/t',vq. ,S Y,.s /., t �. s kY.,t _ '/'f/v<,,.// T .f >Y Z s v •5 h /r,^ r f _..3 //' \ 14
„t / 'N��
.D+LLf:V:.:. ,, :\ >; -.,, „m.., i,:.:' 90 ,v N ;.:� r „: x. ,x ,�. ».. >r•. { fz100'
• .;::.:,:.Y .:. } ... 4,� ,Ct,;.'v. �F.t4 4 cN: Y Com: /:.' + ,%'' ::+.. - k.: .,.'.3. K / <y �.,,.l " \ 'W ,ru. / >i' " k. :'t.{`r2. !+✓i' S__ r r ./ ,. \\ ✓ t m"r' Sc.. % •'"5 �:xk / z< x,F-'. ���� z .cif:. v,. 1411. .,. /, .. r. ..../ 1111, .z<. _ r... /.. ../ <... ✓'-rc,.a. ... :-:'. 1114.
rr S r ,. `rt A\ 1111. 'S\ ,- ': ":�. ace.:. 1111 Jd. ," , '���[q>�'•' \ ,. 5... .J i..:' ,. 1111 1111.,/ .-v. '��Y�11��,^ W J 1111.. avi <.. ..5 1111,:., z r:,..� - ..r E.Y „� .., f i y n >.r 1111 . , n.. .ry. �,. ,>::. ,>a •, ym .; m.. ., :.. a.. .., tv/,. ) a3xc..<, err .3h.- 5.,. ,< , ,- a ." ,. ?1111. .- - 1111, ..,-,", >. / .. ,m _ „ �.. ,.f' , _ 1111... <'<,-. ,_ �. y... . , -_r3, .< ,, 1111. ,.r:> E.^ { : 1111 .. . , .., .? _ 7l � ,,..i cs 4a. ,z,}s r�,. x -?/.t. � s* a ., -x :s > ;, :} � rG
\ ` \ a 3Tzr' TY=i
,' 5
r
\ r.� f � / 1111
'\ \ - e..
l
1111./-,. td /.. m ,: , / .. - v
' 1111. ✓r ::Y. <
® � �\� -\ .�`� `� ''� �, `Yp/,^'"` s rzr ;:'�-�TM"'��"� � � , , , f z r rev\.. T"`-:.,'�r
\ \ .`e *® / 6' +n ! \ 1 ,!' s .:'z"/` il/{ / / , F -az f x 1 ?` j x 7 z z^' a \
-'`\ 'a y/ ki,,:r 3/ r ::':ra i air t✓rY s.*r-'tr.s,f{x*rs, r^';5i'`x'a% f /:" ✓ `a / - ✓ / f t
`,%.. `.:` ,x a a.' (/ <3 ." f •-// yZ x /.»,!v -"r ✓ r: r "a,. -'../- .c z -L. y t..?:
£',.\ :,, \ \* / ,Vhel/ f./ .:T_,i 3ns a' , Tr TY" i fi "'iz. ./J a ✓ / s t R /5-,
011�:T1 \. k
' a �„Y \ �a etc :+,
\ /' r r / r, / v ,s
4/ c s
"-. x / S
� i � A �; � ✓ s ,r
\ x
' :. .,'. 1111, .: -
r . r /r
��^^'' ((�� r'^.Af \\ rte. \
ii?w...I:{4,x .. �'4. \\.. \. ..� � r,^: , "`Ym,,, �* �.5:
` 1. \ - i . , ro:. ` ;�; u 7 r ;z-. !iLs, /. /; ,4zr,^„ s9•✓,a/ 1 s`' f -J >� ,�:
1111... 1111 Ji w. f�., ..�t\ a ..%• '` :.;,,:"k .. :1111 y, .. d,. 111/1 . ,S�x��fr d;° (:"r&'�"+: �.g h., .✓,» ^-r:.,w e :x:r'n✓. �,sY e :._fa ..
# ,..c�r...l i.il...vt '♦ ., \. A .:,. \ 1111.;:;: a"'+� .,`r \..,< �1i5'w.:_ f/^:. S'.✓ / G 5,> ,.mF,
.. 1111 / // /. -.,//..i
\ \ \ .. .\.
�, 1111 *.<. - "t.rr .. mw'{�_. \
t, . .I.. `,..{ Lmp,li"`>\'LYN. s.. t^v;: /r ,�, 1111 �. , :.. .r?" \.1 h -�; s s\ / soh „��,/ r y✓ /£,
Y t_LiN, E,ItE, (1111_} \ \ '.. i \1;1:11., to ,',:. l:,, j. r ": / r , . ` a r , 3a?$.;,Nz`z: s. » 'f,'v�r ✓f,zC \T % xr, ^✓
t>< , 1111 �� z; :y. \'`,. M ^<.. 'm' //.. r_ Y,
f.,>,i"#';. ,i'3- 1111..:......,..._� ' // 'z:_ y i....1 tZEiL ;: i< '^;i/ ^;4''�.,.. s vhf,:G�>"`'�r''Tf.{`�4s,''`T��r�y:•%rU 'c5 ;✓✓/' sn„ >;�,
.. '\.. 'x .a ',S\ \114://// \ ,, 11 / ��V \ a X � � is..v"3,.�"��5�-az�; ,y ,. �es;P,s•��r.,2y,'�. "t�"�\�wr �✓xi'
.. \ \ _ : �tr,. �' /\.>,y/ \ I- Y!',... ' \ `/\/' / r / \�,\.
" ` , �,t*„ /Y., // r 3 \. \ <, u! .. r'Ya e / / \,, ` yC ,Fq H.a` , n.
('p, �, \ -' V'2 i ,� / \_.i \.. . �:�> 1t1'•t?�;s"=z .: \: //, / ���\
,r-,.r,v., �„ ) -y�T,�:, K ' \� r '\./ f / ', M' / "(:\ �'\ d , ✓ " aJ. .e.. - � C.r-JN ✓' S` "'v, >'` (G rG` N3 f �j0}�
. y.1 6; t y �, / v, I _ / i�\\ < ^'t ;a' �x'#4sr-as v ,✓» v r- y., i ah" raY`
I,.# _t,..\ +.n..f : \ / m/ / '/i/a ,`; >>-F' a', ,r :, /^" f,Y„c^'awe'.' s
V.-,
' \ / .>. e a Fz+\ .\. > ;' /, �:: „ cz sir x s ex`a�' z
r.... ' \ i /{ % ' \\ ,a \ 1111/ / % \ _Y zzn/=, ;r ^r/-^ <, z ,',\ v \y ,�: a x 3 »4'`
1 .'P.....,s ( ,�' \ t�,?l'i,.{ - #�:#�'.v t / ` kDs r5 a / - r �fy fat .�C z v
\, •r>,a. ...,\.. \a /,; , - \, : .{ . < / / /1 . �` 1 r •r 9 '' t'^'" -EA -''i 3' � `^ '9L`,'# Z s s2 hy�,3
•Vi\µ \ % I �,, f7 i.`'S,iTYP. `- •,.i;3"_>- V 11;.11 /X` ,/v Y'`., +. s ".^'✓ �/ _ frs;�»> rsy r'a'7/'' /...s ut r ,ua.'fe"<m''`s' �`,'.
.\ \ ,:Q \1111._ ,.ORI 1-1
l`.t N: .. \, \'\,,,�.`--,.,a \ a. /;�tffi r:' I/ �vf'.. ^N \\ ^. r f{fmJ sirs Y .Px?,ao:
"' 1 V 'v, .// is {1111 A..i`t {. /i /a``a,. A ,
R ' u \ \ r 'µ. H .. .,7` .li ter. �, \
S //% r \ Y 'x/ ei a.✓ ./ r3"w /rcG w
µ
11 r Z S,i ` /.. / , / '",,mA asy /, � "., `'
N
H% „, Y /l' `ft/ / / %/ r''$ \, / 'ri\ c_ /'
//a, T"., / TV 1 -TN / ,/ ,ago. \ * r.., ay'"
t Y .'i.. t\ !/ ' /.. atK„/ li.I . ._/ / ,,\ ,'^�. ✓.✓ ,_ £.,;. 7 3 wz,"/.'^s''n\` 1/tom Fw
0 I. 'y "vi A! ' / '' /, #rA.`,,E.°sENT ,;..rid { / ! `va- ,a`u
?. ,1,! Sv,E"tit+. rt/ lI A V A :, /A_ !x a. / / / i ...'O:
.. ,(�,
10'. Ax "J,- , A n.. I, ./ /x`` /` / / / `,.vim '\ . _
"i' 3i R ! .,, `V,, ".c `, :n / "'.V/ A✓,, 'y /,_ / .... ;, t / / V� �V z/ b.f
/ ,�" ', ;,,,ly t\� +a, \ v�/ V // \✓/X ,; i f , / /i ', I \\ t, n E t,�I''"� z
1�% Y.. r te, .1 ., 't, \\ / `"/. ` / i % //\I, -1 r^. •_F Y:,v'r; />r ,xe• N' /-'.'', f.
\ Ni
\ r w
1111 /,, r ! \ \ Viii / \ / " \/ / / //\\e /` "r",r' ,y z t "�r
'' 1 T:`v'.. ; �?� ", "e y\ / `\, \;> / _. 1-+`, R'f / j„ r( r ./„sY`L" "S - rim ?
R as %, \- / i, / " r / a, -a" f >x n ai-i,, Z y,3u?-
frylle�r. , `^ 1 111 X; / \ n i .'? (, F .11/.11_ / �.\ ` ..� , t .;?'°:7 ,t a ;n
\ a "9 i \ / / u t .
\ / ;,�.. _ 1 t1 / \ / - �tULC3t-i v,> /..: / T .,gip �.,11
�. ,",.
. ¢ �`+ ; \ / /< / /// ".`Aar / i/>\\
rr 1.3'ftr, 1111.~,• ..
11,
'gr
., ��'\. `-i ` i / ay �. /d .,r� \4Ji[3�, '. '. n ../y ., Ja a„
% q, x 1, ,\..`'tt71..1 E\Y / \ // -v',U f,/*',' j./ \., \ /l / i //._/."5.,.; 7._k <,... an.C:.a...
r r?'i.,tlTr,l`�} e _,i:c - .. ,. --s. ...�.. , ... .../ i/ / /// i .'//
iiXlfS`i IP4{a FS:NCE rt-, t._P$i;iP'1 .... / / ,,� '/ r ""�, \. / // ... ./ �......... c / O
' /' /\ /"`o .. :1111. _-1111..
4 \ .a ,< 1111 - r >x a ­,:1,i,,,,1=
/ ft°1 1 / 1111 g -f.... `\ \ �. E3nr'S
1 T
`5 ,
Y ll
x -i /> r - : ./12 .... _ 1111
.111.1
.. 11 A#:i \ x c.r': iu,J . ^ `' ct, :�� '1N"A
'I"k. �!<... //�, ;, .,,11
11111-1 I
_ i, µ A'., s \ A
7
,r ,.. m
1 r,
t / h ':: 1111 1 n,'' ' b-:1 , .d r �i "..N., �
>'
%..
EX. ViF:i'S r"ASCtb1C:f,iT r T u+.., \ :11:11 .` _' a t;#'„yJY l ,,.y '� : t e `+ ',� %
z
_...
111-11-1111-
BILLBOARD SIGN ._:...., ryr '� )� �,.. Awa v Y ,, \ ,\ , iai''r, \�+' \r .//' , � }ol /"'
11
EXISTING PROPERTY .".-,,..,, .......:` / �y,.. 10X10 PEC3ESTRIAN SIC FI I -
fiDUNDARY (TYP.) li�t '��9J /r ,7.`° r - TRIANGLE, TYP,
EXISTING BIL; BOARD / �` � .� t /`' 1a Tt4G
-", % 1.7 i. .. 1. r' Pe l : ,+.. n' . : ,t F, tic
TO REMAIN is , N t A .1i / / / /,€isiz, '�, xl ,
i52i
/ /1 I/ 'z 7 /'
1111 -11 .. 1111_,. 11.11-.. 1111..._. . 11.11..
K
v ----.-I-.-
VUA t
Ura F i2El C R Leo L ,� hl E' i'tll, TA t <'
V i
i +.
r � �I
/ ' PROPERTY INFCtRsAT O
: ,y 1111... / t' ms t, /
_ , :, n-� � � :. .. > � , .. G i t .. -1111. - 1111.. _.
�i l t I 1111 -Int z<r '3 t,LNCt' ( kFz_.S tSr r1G t104 O }, c,5 SI,E,U(t:� (1 F r_R -r L: 06 (-.a,./:r . r Gt , / / v..�? A, { /;, ra ..
b 1; i, F C r 3 i{ { l Fh{3 1'Afst, : 1.r, 0 SF± OF i , ANDS'CAi lFD AREA /' � y; v v vy iuEN. 0821 (}7-t £3-LJ48
_„ ,rc PL AN IIIc BECK \
rr OV` ,,.[ '.:4 {.ANOP I':t#.c:.b:: ,; rHlc.tf5c> & 1, lull `u1-3 . _ t.Aiv2J>(„s?rrE::[): 52;...t-. '\ i OWNER: WILLIAM B &
rtx ..d,:
NG"'G.. { tT{l €TY - ii`\ir,i'dTS i'XiST IN t,E7A Pt. �i?dir: rt:.? APit')='k'U"Iirill T#'tE PI AeE E'.",ll: N; LiS.Ri%S. 1 `(I7. \ \ ? \.. l.Rv1iN CAPRICE FIELDS
\ 7, EES I d S I"r,'US a � ` RECUINCD. - l lE FLAt;xEM.ENT OF PLANT MAT':RI f SE" Y3A K \y \ L78: 2117 PG 988
THE N4INiliMUrr`, :ATA0ijNT NEC E.S,SAR s f^ r1 e t rel R OF FASE'ra6 N tS AND 1 D P>xOV'IDE tiE I 4`\ ' \ ; ZONING: DD -SI
h'ININWN1 REQUIRED C'£Ft3lit?d0 t �'t-1'. G=:}�t T'w, PI -ANT M.NTFR.OL. , t,. £�... „ ,y i ` ' \
1111 <t, ii t> : t.:. a ,.. x,• ,t ,v.:r � \ ILANC USE VA{:ANT
V•--11-1- . . _,-,..,__ ..............._.__-..._1.
. \ \ \
. \\ "" ,ofit':
= 540 SFt OF LANDSCAPED AREA
46 SHRUBS & 1,545 SF± OF LANDSCAPED AREA
.{ I PROVIDED. 3 CANOPY TREES
\
\
tel, \;'/r /_rs',L/R/ S r 1 /i
/ \, / / .
2i -NOF / %/ 4./{.,
/ .,3
1-1
t / / // ,A/ 11,/ l \ t.
Ju 3 ,. 11 _, 71 ,//y3...,
3
,,Ct.P,- _.� \/ \ // /11'11, 9C1;1i
i 11-1 <s`r LANDS( ft f.` At f A E ,. /
_- - .? .i:,V-1.
I'l
�.y...> pt.e. pV.. C�
vl' t �'6 F 'iiVAJ > P'1# k YYA'iA •-11.11,,
1111._ _ , .__1111._-.. -, .,11 /
EXISTING PROPERTY /
LINE TO REMAIN .,_GMS /
�_C;
v = 1 -..
\ I'>LANTING BED LIMIT, TYP
\. I, Av.'N
. .
, .
;,27 SF LAND$' ',r;_ /tr:w.rs, ,
10'X70' DRIVEWAY SIGHT
TRIANGLE TYP.
.. 1". 11,", .. r. ... ... r .. _,. ...........1 11
, . .. eL >S( At N\ 4,00 "H N VE HI LAI I.,S�' R_ A y UA a: i r.4 y+s 1'
- \,. t tl l.tKr.C/ I{ ?y: E_ t> � ,r;(),.€) :>f &, AI 1 -.Sit'. '.,E,a .v,t.l:x f k3, IiY3 ih'I 1 5U (N i M.i', N k. \rs•,141 i
enE2cJl'fC?! r',_ z, %_C'1k? CA'ti6l ' R"�'Lw'3: 240 S} -i RUBE,
, n 0U YSF.L7 5 t : OF r', 74 SFt V ,A' (3.o "E 6 `F,. U,,NDSCAPE A9,E4,S
Ruo (,{ '3 a1 SP IN �I DSCA€/ A s'S
NOIE UI' , EAS>Ef ` TS EXIS v VUA :
O.. ... .. 1_111.. ..111 ... 1. 1...111_.., 1 ............."""", .
B 5-ZEL .
Ja
U)
Pyr.... r
;PLANT SCHEDULE =PLANT: SCHEDULE BELOW LISTS ADDITIONAL PLANT MATERIAL FOR THIS PARKING LAYOUT
Trees
CODE GQunt
COMMON -NAME
BOTANiCAL_NAME
CALIPER
HEIGHT
SPREAD
SPACING
COMMENTS
ALE 1
1 'Atlee' Lacebark Elm
Ulmus parvifolia'Allee'
1 2.5-3"
1 12-14'
1 -----
I ----
I Min. 6' ht. Branch Ht., BB, Specimen
CODE Count
BOTANICAL -NAME
COMMON NAME
CALIPER HEIGHT SPREAD SPACING
COMMENTS
DYH 46
Ilex vomitoria 'Bordeaux'
'Bordeaux' Dwarf Yaupon
18" Min. 18-24" T o.C.
Container
IH 7
Raphiolepis umbellata 'Eleanor Tabor'
'Eleanor Tabor' Indian Hawthorne
15" Min. 18-24" 3' o,c.
Container, Pink Flowers
RBL 4
Loropetalum chinensis v. rubrum 'Ruby'
'Ruby' Loropetalum
18 Min. 12-18 4' o.c.
Container
AP L 3" N H E � � ; NOR REFERENCE PLANT SCHEDULE BELOW IS THE PLANT SCHEDULE APPROVED FOR THE ORIGINAL PARKING LAYOUT
- 1111, .... 11.11 .....,.
.... ......11 1 ...11
1111. 1111.. 11.11.. ......, 1111. 1111... 1111.. 1111... _ . 1111 1111. 1111...
_Tres
, .1111 ....."Ill ...
1-1
' CODECounll COMMON NAME BOTANIC,AL__NA€ E CALIPET:R' "SE:IGH >PREAD'SPAGINGi COMMENTS
.... ..." ,.
AI i , 3 i A, eG L aceb ark E ,r li nt ,5 p< vifol a'AItYe ? 5 3; 1�"1 J's .. Min 6' Plt Branch Ht BB, Special ,f
5 LF t STREET FRONTAGE) ..
' GRT -11.11 f .I....S@otemus .. Goid<'CrrFain Tice Koel (,ucuria partic u.ata Septernber 2 5 12-1a1' ; __- 11 _ :Min, Fa' ht. Branch Ht., BB, Speuirnori
ACED 30 O.C. . .
_._ 1111 .
.. _ ,nsi,___.._.,_..��., _» - _--11_ "----�_,�1--, �____.
t ORL I 4 klahanla .Tr daua Gnrc car,ac(erlsis �rar. texons!s �.5" Cv1in 10-12 -- - Min: 8' ht, Branch Ht., BB, Spechxren
........ _ 1111 e}kiahcl }
11. 11. .
1111.__ .....,...... .....__... 1111 ...{'ef ., ....... 1.111.1.1 ,._,.,,_.....
r/ 1111.. .
Th1 7 „{ i )tEz r r y�,
# F1L er b t i rG"t' n 'l l "1?'
u ?5 {0 :Min. M n 6 h Branch Ht BB S eci t1c.
'1111. ..._..... 1111_ ,., 11.11 � N
I ......._ .......... ..,....... .. .......... 11 .I 11:11. _
........ i ..-1-1.1111.111 ,.. .:. 1111 1111_.. ... ,. .. ,..
/„l
7 L ; /a ' Gee n Va r uaT to se Zs isccv /� v 5tiA rata C,(een V25E 2 5-� 12-94 !Min, 6 ht. Branch Ht,. BE, Specimen
Y_... .. ..... .. .. _ - ..11..11. .. ..-..... 1111 _.._.�._.._.. . ..,.. .._. .. 1_11_ _1111,_„_,_. 11.11_-1111,_.-1 ..__,__,,._,__.._ 11,11.____ _.__.__._._._.�____..,._,
.. 1111. 1111 1111_ .. .1111.. _.
Ihr
\.\ i.1111 .,�....... .... 1111. �.�. .1111..".� , , 111.....1 ...._.,.....�1-1-1-11-...... ......�. . ,,. 1I r , ........,... 11-1-1 1-1-1-11.1 .. ......111.,. .... ... .. ..,..,.............,.....___'
1111 1111..,.,f . 1111
>� END OF PUBLIC ACCESS & MAIN' . CODE ; C�uI,�: 13� TA�T!CAL. NAME COMMON CALIPER i HEIGHT SPREAD : SPACING I COMMENTS
,\11- 4--.. ..-1111.,. .1.1...11 1111-. .__..._... ., .. 1.1.11........ 1.11.1...,,,.
6 .Y v rr,. .. t : 11.11. ... .111.1.._ ,. 111 1,. ..<.,.....
wand , , ., i ..,.R.... _. 1.1-1-14.1-1.11 ._.....:....,._.....„ _...... .. 1111..
NOTE: SEE SITE PLAN FOR ; AL l 2 Abp l,a ;k:an J tine < inks d£ hard Little Ricnarts Abelit I—- , 8'44 15-24" 3.5 O.C.ontainer, White Flowers
. __ ,1.111- ,_-.. ._ _
._ . _ .. 1111 ..._.._.,... . 1111_, ._ . .. 1111_ .. ......._ 1 ... _ 1111._... ,-_ _. _.- _, ., ._ 1111...
{rP'i /6 .I@X La,.,i.utJ, C.i7rti?' 2dCts3 i f e n _ _. 1111' 1111_. .. 1111 _ 1111___
/-- ORNAMENTAL FENCE f Cornpacta Holy :8-s4' 18-24 4' o.c, Container
1111 _ . 1111.._ -------_, v,
c c _4
T c „
LOCA ION DSA 6 1 t c r
u a o @ t lis toot -1 r
L3 roo 1 re Ala ri!I
an rdn 2 2 b o n
� *C3 r � C36 Specimen
1111. .. 11.11 1111.._ 1111_ 1111_, 1111...: p .. _........ , ... 1111. ..,........ ..,......... 1 `F%
e . ,.' I „ n , 11.11. .......... 111;1. .. ..._....
DYef S6 IIx'aonritor; rr'f,r,.i , ,.. .............._...
/ EXISTING NCRR R.O.vV. _.,..... '.. _.......,_Uo -ter x I,o c9earsx Dwa __ ........ ....(.... . ...,......... �..# .,.......
,, - , f r,. ,- , . ry t , ,Y, ........ 1111. i 1111. ._r .........1111.. 1 11 1....................................
/ ! GaC/ ?{) i {aarderi:a 1c1rn:InDit;eS ,,(:Jt;ai .FGv/Ir`I : LsaYi f:nla i.rOwn J?vlPl` _-1111 i 15 Min, ' 12 2,5' o,c. Container
\ 1111.. :........... 1111.,..... ............
1111..-_ .._....._ , ..,._....._ ........._ ._i.... ........_.. !1111 .--11. ........... , 1111. 1111 . y, 1111.. 11.11 ........:.... .
Cir fi 7_4 i 'G
'old a ,cr;u,c `„10#d i'✓+cunei 'Gold Mound' S tea 18 P,?ire. : 1 -1 4
P p 8 ! o c. Container
MULCH TYP. ,
1111...
{ _ 'E
\ m ,a 4%
„d 80 riapn ate,; u,,.c,.,lia,. E(e<tior €:.r,at c:ax-iroi iarier Indian Hawthorne ; ' 1 ` h'iin. 18-24" ?' o. + n PE i
\ I. 1111., i c t,o ,az. ar, ink Flowers
f
-_..,,... ......._..... ............,_,......_ 1111..-._ .. ........._........:.. . 1111.. L. .
Y
I, -f t ,,.. P _.
Iv Nan, Ina ,.s.,C Firr:n n f i
a o v t Flrr
\ a is n/ a uer 1 r
'� r o-11 rm 1. 1
>1111111--1 6 2 o.c.
3 Gc,n alner
\ I
t
k'�;, _ -1111.. 1111_-1111... _. ,
, _ . 1111.....
1111_ 1111 .. ................ .............. <........-............_.""I'll. 1111. _ ........ <...
r .,+w ,,4}'\ i t P }l f , r
L 40 0 o a!t m, E� ruf}r i (tuQ
r rTuYt t, cr tt t rr i
p a e Ia i P9i1 1? 18 c. F
Y 8 4 a Container r
h
Y
r .1 1111. 11.11... 1111_ � , '
NOTE. SEE SITE I.... __.._,.._..................� .. _
,
IB 1 C ( Y
r - ., c,c < , t ,,:ter roCi�
S t<,trranx rrkDeir 1 18-24"
_ 4�r� PLAN FOR SIGN 1111 .__.--__---1-_-_ _ _ � 1111_ 1111 _1111.. r 18 P .,1„1111___ ___..a 1111 3' °.�;-- Container 7?_ 1111, _.-1111 )1111___ ,___L._._._ _
1 sr LOCATIONS -
'�,y '` )+1' SIG( i # TRIANGLE {
"r a �A, I ?,� /.\ 4
Z; '
' �, % •< NOTE;
11 E
" . ;�r � k. NOTE: SEE SITE PLAN FOR STREET TREE REQUIREMENT (165 LF ± STREET ALTERNATE STREET TREE LOCATIONS HAVE BEEN .o
V APPROVED BY THE CITY OF DURHAM
\ ';'+e �� 'ORNAMENTAL FENCE FRONTAGE) M
" , w 1',, \ LOCATION REQUIRED: 5 CANOPY TREES (SPACED 30' 0.C.) PUBLIC WORKS DIRECTOR AND NCpOT
11 -PROVIDED: 5 CANOPY TREES
' / � NOTE: UTILITY EASEMENT EXISTS IN STREET
, ! `1 PLANTING BED /
r. G
/
R
..:a F 4NTA
' ('� � \`; � � "\ LIMITS, TYP. / GE
�♦ \
„N:
/ �.
C*
�0
i
a.
/ ,(x :\ / `\` , ` � / VEHICULAR USE PERIMETER LANDSCAPING (150 LF t STREET FRONTAGE)
11 I'll
V
V
/
__k
xo
.1111
/
/ /
/
// tit,
/
h
., 1\� r.
REQUIRED: 50 SHRUBS (SPACED 3'0.C,) 6 SF/l LF OF STREET FRONTAGE= 900 SF± OF LANDSCAPED AREA
PROVIDED: 50 SHRUBS & 985 SF± OF LANDSCAPED AREA
NOTE: UTILITY EASEMENT EXISTS IN STREET FRONTAGE
NOTE LANDSCAPING HAS BEEN SHIFTED WITH PROPOSED
ADDITION OF 15 PARKING SPACES; 1 ZELKOVA HAS BEEN REMOVED
DUE TO UTILITY EASEMENT CONFLICT
r
�� `
LANDSCAPING WITHIN VEHICULAR USE AREA (VUA= 2,500 SF t)
REQUIRED: 1 TREES (1/2,000 SF & ALL SPACES MUST BE WITHIN 50' OF TREE TRUNK); 10 SHRUBS
(1/250 SF)
` PROVIDER: 5 TREES & 46 SHRUBS
/,
w // `y < REQUIRED: 15% OF 2,500SFi VUA= 375 SF# LANDSCAPE AREAS
/; PROVIDED: 900 SF IN LANDSCAPE AREAS
'>_;� .,-,� ' S,;, ",I ' NOTE: UTILITY EASEMENTS EXIST IN VUA
I ,,iG I ' 7i," I... 1111.
.:. 3 i CA ION, TYu ,. ......i
i_.111 1.
,, `
f -GH1 .. 0 AIJR 1111.
( R T' 1 { , -
...._.. r ALR .. 11- '} � ��'i , 1111
r s _
, F/� f
..._ , f�'% L , ,r
... _ 1„111
I. OF
8-Dy.T a 1111_.
1133/, _ _., '� ... ,.2#,
ys,,.I 3 -IC.
NOTE: SEE SITE PLAP
1-1"F / FOR SIGN LOCATION.
a.... 1111. /' �. ; s '. I;) j ":
I = \r
it I /,(t 1111... k -
K .J, r., y,.
Ya- s' , r
d / /
,
,111-11111
j....... ,\_-3;1_11 11:11>..... i c>N 1,>,: v. ,/
. 't x_ 11.11 , , -_ +
_. _, r
»EO f REw d CANOPY i REES SPACED 0,G.) i /
PROVIDED, i C r. dOF"a i ti c S /
. ._ .. ..."........ .,,_....... 11 ...11. ,., . ,1.111 ...................."; / /
V IC. i`_f"'.R S{ PERIP' TC f', LAN )tee AP VG zan I r : 8TR 11"j 's ON I A',...; /
1111.11.1.11-1111-1-11-111-111-11
ciffU, D) 3w S#563115: ,' PACi,D 3 O, t ` l3 SF11I I_F OF $TRE T F' 01N „C,E- 540 SsF` (lj; ` 11111 -i
. LANDSCAPED AREA
raF>f?tJIDED.. 30 SHRUBS fi W) SF OF LAND-SCAPPD AR#;'_'�, .
13
' \ aq NOTE: 50' HATCHED RADIUS'
, 11DEMONSTRATES
p it
n
COVERAGE
FROM TREE TRUNK, TYP,
DRAWN BY:
fi ti
CHECKED BY:
_11, "
)11 {
i
.: SJ ri
S
.,......i.,ySY ..
}.:
018997002
FILENAME
/v'
.5)-G I'
.-..
,
1 1111,
ff'
ti
it
.._I ri
.,,,T ^ /, r
T I' �.. Pt I C _UIPF tx'�'\ %,}7 t f
/
I-,.'1_ _ ..,
_-1111:,
_�„
,i I } r/z,J t{;wL & (FrNt� F EES SPAC:_:.; s0 i) C' j
'
1.111.
. 11.11-
<1
°.UL
r7 Mu,�
�,,
,
I ,,iG I ' 7i," I... 1111.
.:. 3 i CA ION, TYu ,. ......i
i_.111 1.
,, `
f -GH1 .. 0 AIJR 1111.
( R T' 1 { , -
...._.. r ALR .. 11- '} � ��'i , 1111
r s _
, F/� f
..._ , f�'% L , ,r
... _ 1„111
I. OF
8-Dy.T a 1111_.
1133/, _ _., '� ... ,.2#,
ys,,.I 3 -IC.
NOTE: SEE SITE PLAP
1-1"F / FOR SIGN LOCATION.
a.... 1111. /' �. ; s '. I;) j ":
I = \r
it I /,(t 1111... k -
K .J, r., y,.
Ya- s' , r
d / /
,
,111-11111
j....... ,\_-3;1_11 11:11>..... i c>N 1,>,: v. ,/
. 't x_ 11.11 , , -_ +
_. _, r
»EO f REw d CANOPY i REES SPACED 0,G.) i /
PROVIDED, i C r. dOF"a i ti c S /
. ._ .. ..."........ .,,_....... 11 ...11. ,., . ,1.111 ...................."; / /
V IC. i`_f"'.R S{ PERIP' TC f', LAN )tee AP VG zan I r : 8TR 11"j 's ON I A',...; /
1111.11.1.11-1111-1-11-111-111-11
ciffU, D) 3w S#563115: ,' PACi,D 3 O, t ` l3 SF11I I_F OF $TRE T F' 01N „C,E- 540 SsF` (lj; ` 11111 -i
. LANDSCAPED AREA
raF>f?tJIDED.. 30 SHRUBS fi W) SF OF LAND-SCAPPD AR#;'_'�, .
13
' \ aq NOTE: 50' HATCHED RADIUS'
, 11DEMONSTRATES
_, ;
COVERAGE
FROM TREE TRUNK, TYP,
DRAWN BY:
r
CHECKED BY:
_11, "
SCALE:
�\
DATE:
10/11/2016
PROJECT NO
018997002
FILENAME
,"`
11.
,a
. :
i`
i,.
it
T I' �.. Pt I C _UIPF tx'�'\ %,}7 t f
/
..JTI<Fs
t'}+• tint F 1
_�„
,i I } r/z,J t{;wL & (FrNt� F EES SPAC:_:.; s0 i) C' j
'
t (,Y R' ' OANO6 Y tc S ,
.> j
. 11.11-
,
`,,. _. 1111
+ i(, �, LANDSCAPE A+'E .
.. 1111 , 1111
,
\
I
`\
43- 11f,3< .'.Ik P±trx. !-;.rdC:1 f Cf/t';, (>iS \�
aa.
,a
"
\
\'
,, \-' 25'X25` INTERSECT'IGN
I
11
SIGHT TRIANGLET -P. ..,
1�1, .. ,
- \.
, _.......
-1111_ ,_....,..
1111_. t -: t ,J,a els D I,(`'!#, :> I Y'P `I aa\,
11
,. ..A1111.. ,._... .,
3
:
1111. ..__. .; "a\..,\ `a��,
/ bi

DocuSign Envelope ID: F7272FB64BF1-4DDC-AEC444A63AC3C18F
E
N
M
W
f.
d
4
J
LANDSCAPE WORK SPECIFICATIONS -
PART I - GENERAL
PECIFICATIONS:
PART1-GENERAL
DESCRIPTION OF WORK:
Extent of landscape work includes furnishing all materials, equipment and labor necessay for preparation of
final subgrades in planting areas; distribution/ application of topsoil; soil treatment; planting of trees and shrubs;
protection/ maintenance/guarantee/replacement of plants; related items required to complete work indicated on
drawings and specifications. (See Landscape Plan,)
GUARANTEE:
Guarantee treestshrubs/lawn/grass for period of one year after date of acceptance, against defects including
death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse/damage by others, or
unusual phenomenafincidents which are beyond landscape installer's control, .
Remove/replace trees, shrubs, grass or other plants found to be dead or in unhealthy condition during
warranty period, Make replacements during growth season following end of warranty period. Replace
trees/shrubs which are in doubtful rendition at end of warranty period, unless, in opinion of Landscape, Architect, it
is advisable to extend warranty period for a full -growing season,
Another inspection will be conducted at end of extended warranty period, if any, to determine
acceptance/rejection. Only one replacement will be required at end of guarantee period, except for
losses/replacements due to failure to comply with specified requirements.
INDUSTRY STANDARDS;,
Some products and execution are specified in this Section by reference to published specifications or
standards of the following (with respective abbreviations used), Reference is to the latest edition of the standard
referenced.
The American Society for Testing and Materials (ASTM)
Association of Official Agricultural Chemists (ADAC)
American Association of Nurserymen (AAN)
U.S. Department of Agriculture (USDA)
SUBMITTALS:
Substitutions shall not be considered unless it can be reasonably demonstrated that material specified is or
shall be unavailable within 500 miles of the site of the workat the time of installation. Landscape. Architect shall
authorize U1a nearest a uivalent obtainable size/variety of plant havingsome essential characteristics with
equitable adjustment of contract price. Unit price of substituted item shall not exceed bid item being replaced. All
submittal requests are to be made in writing.
Certificates: Ail material whose transportation requires inspection and/or certification by any governmental
agency shall be accompanied by copies of certification or inspection which shall be given to a selected
representative at the site at the time. of delivery.
Soil PH Testing: Landscape contractor to submit a soil sample to test the current PH Level, once beds are
defined and prior to any planting. The PH Level must be (5.8-6.2) and approved by the Landscape Architect prior
to any plant installation.
QUALITY ASSURANCE:
General: Ship landscape materials covered and with certificates of inspection required by governing authorities.
Comply with regulations applicable to landscape materials, All plant material must be "nursery grown". All plant
material collected from naturalized areas will be rejected.
Soil Ph: Landscape Contractor to submit a soil sample, once beds are amended and prior to planting. The Ph
must be correct and checked by Landscape Architect prior to any planting.
Topsoil: Provide topsoil of a type that is in compliance with Part 2 - Products of this section.
Plant List: List of plants as shown on drawings (Sheet L-101).
Quantities; Quantities necessary to complete plantings as shown/located on drawings shall be furnished.
Quantities shown in list are for convenience of contractors and believed to be substantially correct, butiaccuracy of
quantities in list is not guaranteed.
Trees and Shrubs: Provide trees and shrubs grown in a recognized nursery in accordance with good horticultural
practice. Provide healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots,.
sun -scald, injuries, abrasions, or disfigurement. All shade trees to be'A' grade trees (see detail below).
Sizes: Provide trees and shrubs of sizes shown or specified in Plant List, which are minimum acceptable sizes
and shall be measured before pruning with branches in normal position. Any necessary pruning shall be done at
time of planting. Trees and shrubs of larger size may be used if acceptable to Landscape Architect, and if sizes of
roots or balls are increased proportionately.
Tagging Trees: Landscape Architect reserves the right to tag specimen trees (See General Notes) at place of
growth for compliance with requirements for size and quality assurance. Landscape Contractor recommended to.
use the following nurseries for the supply Of trees:
-Shady Grove (803-534-5683) -Select Trees (706-769-9879)
-Bold Springs (770467-9196) -Lone Oak (706.637-6240)
-Green Thumb (910-428.4587) -Gilmore Plant & Bulb Co. (336-685-4451)
-Worthington Farms (252-756-3827)
Inspection: Landscape Architect reserves the Fight to inspect trees and shrubs either at place of growth or at site,
for compliance with requirements for name, variety, size and quality.
DELIVERY, STORAGE AND HANDLING:
Packaged Materials: Deliver packaged materials in containers showing weight, analysis and name of
manufacturer. Protect materials from deterioration during delivery, and while stored at site.
Trees, Shrubs & Transplanted Trees: Provide freshly dug trees and shrubs. Do not prune prior to delivery. Do
not bend or bind -tie trees or shrubs in such manner as to damage bark, break branches or destroy natural shape.
Provide protective covering during delivery. All trees, shrubs & groundcovers much be delivered in a completely
to@ed and covered vehicle or the entire loadmiil be refused. Immediately after unloading, treesto be set upright
never placed lying down. Always lift and move trees by strapping on root ball or by using chain cradle on the root
ball for larger root balls.
JOB CONDITIONS:
Proceed with and complete landscape work as rapidly as portions of the site become available, working within
seasonal limitations for each kind of landscape work required, See "Landscape Construction Sequence".
The Landscape Contractor is responsible prior to submitting his bid to confirm if the Public Water System has
sufficient flow and pressure fo the proper operation of the irrigation system. If a bo_.oster um .i required,
the
Landscape Contractor shall include the cost of the pump, power service, and hotbox in his bid..
Utilities: Determine location of underground utilities and perform work in a manner which will avoid possible
damage. Hand excavate, as required. Maintain grade stakes set by others until removal is mutually agreed upon
by parties concerned.
Coordination with Other Work: Plant new trees and shrubs after final grades are established and prior to
planting of lawns, unless otherwise acceptable to Landscape Architect. if planting of trees and shrubs occurs after
lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations.
PART 2- PRODUCTS
Topsoil: Additional topsoil to be furnished at no cost to Owner. Topsoil to be natural, fertile, friable soil,
possessing characteristics of representative productive soils in vicinity; obtained from naturally well -drained areas;
not excessively acid/ alkaline nor contain toxic substances harmful to plant growth; without admixture of subsoil
and cleaned and reasonably free from ciayilumps/stone/ stumps/roots or similar substances 2" or more in
diameter/debrislobjects which might hinder planting operations.
Lime: Ground limestone containing not less than 85% total carbonates to such fineness that 50% will pass
through a 100 -mesh sieve and 90% will pass through a 20 -mesh sieve. Use as necessary for specific plants.
Commercial Fertilizer: Organic fertilizer Stay Green Nursery Special 12-6-6 or approved equal; delivered
dry/free-flowing in original unopened containers, each bearing manufacturer's guaranteed analysis, shall conform
to applicable State Fertilizer laws. Any fertilizer which becomes raked/damaged, making it unsuitable for use, will
not be accepted.
' Pre -emergence Herbicide: Landscape Contractor to apply pre -emergence Herbicides as per manufacturer's
specifications in all plant beds prior to final mulch application.
Soil Mix: All plant beds shall be composed of the following:
1 part Existing Soil
1 part Topsoil
1 part Pine Bark Soil Conditioner
Soil Conditioner: Soil Conditioner shall be small pine bark particles of 3/8" or less, provided in prepackaged bags
+ or approved bulk delivery.
t
Mulch: Contractor shall supply/place double ground hardwood mulch 3" depth moistened at time of application to
prevent wind displacement; bed mulched instead of pit mulched.
Water: Furnished by Owner, suitable for irrigation and free from ingredients harmful to plant life.
Materials for Staking Trees: Do not stake trees except where specified by Landscape Architect.
Contractor shall place stakes of sound new hardwood, treated softwood or redwood, free of knot holes/defects.
Provide wire ties/guys of 2 -strand twisted, pliable, #2-12 gage, galvanized iron wire, zinc -coated turnbuckles.
Provide not less than 1/2" hose, cut to required lengths to protect tree trunks from damage.
PART 3 - EXECUTION
PLANTING:
Layout: Location for plants/outlines of areas to be planted are indicated on pian. Where construction and utilities
below ground or overhead are encountered or where changes have been made in construction, necessary
adjustments to be approved by Landscape Architect,
Soil Preparation; Soils ail be as specified; be in relatively dry state and mixed thoroughly by hand or rotary
mixer: Commercial fertilizer at rate of 2#/c.y. shall be added. All planting beds shall be coated with approved
pre -emergence weed killeraccordin to manufacturer's specifications. All shrub planting areas to be bed prepared
and not just pit prepared/planted unless approved by Landscape Architect. Soil shall be prepared minimum of one
week prior to planting day, for proper settling.
Landscape Contractor responsible for all shaping and fine grading of bermed areas. General Contractor to
provide topsoil. See Landscape Plans for locations.
Landscape Contractor responsible for all fine grading of areas to receive seeding.
For pit/trench backfill, mix planting soil prior to backfilling and stockpile at site.
For planting beds, mix planting soil thoroughly prior to planting or apply on surface of topsoil.
For plant beds against building foundations, soil mix shall be mixed thoroughly prior to placement. Prevent
lime from contacting roots of acid -loving plants. Prepare soil mix as specified to minimum depth of 6" below
largest shrub root bail.
Ball/Burtapped Plants:. After final setting loosen wrappings of balled/burlapped plants and roll wrappings back
from top of ball leaving ball unbroken, Cut off excessive. amounts of burlap, remove sufficient quantity to eliminate
creation of voids upon decomposition.
Container Grown Plants: These may be applied in lieu of balledtburlapped plants if all other specified
requirements are met; plants to have grown in container for minimum of six months and maximum of two years
and when delivered, have sufficient root growth to hold earth intact when removed from container; plants must not
be root bound. Remove container in way to prevent damage to planttroot system.
Tree Pit Sizes: Minimum diameter/depth of planting pits for balledlburiapped, bare roots and container grown
'plants shall be 24" greater than diameter of ball/spread of roots and trees sit directly on pit bottom to prevent
settlement.
ShrubsiGroundcover: All plant beds for shrubs/groundcovers to be prepared for a total depth of 9" and should
consist of 1 part existing soil, 1 part topsoil and 1 part soil conditioner (see soil mix). Till existing soil to a minimum
depth of 3"; add 3" of topsoil and till thoroughly; add 3" of pine bark soil conditioner and till with other amendments
to a total depth of 9", Entire bed to be covered with 3" of double ground hardwood mulch.
Lawn - Seeding: All unpaved disturbed areas (or lawn to be reestablished) outside planting bed to be seeded
with an even mixture of Hunter, Padre, and Magellan tall fescues, or approved equal, at a rate of 5.6 lbs./1,000 s.f.
sous to produce a thick, firm stand of grass. Fertilize at a rate of 10lbsA,000 s.f. with 10.10-10 slow-release
fertilizer (use straw or other material to cover seed until stable.) Apply lime according to soil test; or apply 4,000
lbs./acre slow-release pelletized agricultural limestone.
Seeding dates: Aug. 20 through Oct. 25 and Feb, 1 through May.
,
Setting Trees: All trees to be planted according to Planting Details shown on Landscape Plans. Unless
otherwise specified, all trees to be planted in pits, centered, set on unexcavated soil to depths that finished grade
level of plant after settlement shall be same as that which plant was grown; plant upright and faced to give best
appearance/ relationship to adjacent structures; plant above grade 3/4" for every. foot of ball diameter. Place tree
root balls at a level where the trunk flare will be 2" above surrounding finished grade. No burlap to be pulled out
from under balls; remove platforms, wire and surplus binding from top/sides of balls; cut broken/frayed roots;
placelcompact prepared soil to avoid injury to roots and fill all voids. Saturate the planting hole with water after
backfill is 314 complete and allow to soak away; fill hole to finished grade, allowing 4" of mulch; form shallow
saucer around each plant:
Pruning New Plant Material: Remove dead/broken branches from all plant material. Prune all trees/ shrubs to a
branch node and remove only as much foliage as necessary for neat appearance while retaining natural growth
habit of plant variety. Prune away Crossing limbs or water sprouts/ shoots from trees always leaving branch collar
intact (no additional stub length). Under cut larger limbs to prevent tearing of the bark. Girdling roots of trees
should be cut at this time to prevent future problems, Make all cuts with sharp pruning equipment. Topping of
trees and wound painting are NOT permitted. Remove trimmings from the site.
Guying Trees: Do not stake trees except where specified by Landscape Architect.
All canopy trees 2" caliper or greater shall be staked and guyed. Landscape Contractor is responsible to remove
all stakes and guys at the end of the one year warranty period. See Planting/Staking Details.
Mulching: Trees/shrubs shall be mulched immediately after planting with 3" depth of double ground hardwood
mulch. Prevent wind displacement of mulch by thoroughly wetting down. Mulch the area over tree rootbails to a
depth. no deeper than 1.5.2". Keep all mulch away from the trunk flare. If plant has. existing mulch, remove old
mulch before applying new mulch.
Excess Excavated Soil:
To be disposed of by Contractor at no additional expense to Owner.
MAINTENANCE:
Begin immediately after planting. Maintain trees/shrubs/other plants until final acceptance. Maintain
treesfshrubs/other plants by pruning, cultivating, weeding as required for healthy growth. Restore planting
saucers; tighten/repair stake and guy supports and reset trees/shrubs to proper grades/vertical position as
required. Restore/replace damaged wrappings. Spray as required to keep trees/shrubs free of insects/disease.
CLEANUP AND PROTECTION:
During landscape work keep pavements clean, work area in orderly condition; protect work/materials from
damage due to landscape operations, operations by other contractorsttrades/trespassers. Maintain protection
during installation/maintenance periods. Treat/repair/replace damaged landscape work as directed.
INSPECTION:
See "Landscape Constructi n Sequence" on Landscape Plans. When landscape work is complete, including
g
maintenance, Landscape Architect will, upon request, make inspection to determine acceptability, Landscape work
may be inspected for acceptance in parts agreeable to Landscape Architect, provided work offered for inspection
is complete, including maintenance, Where inspected landscape work does not comply with requirements, replace
rejected work, continue specified maintenance until reinspected by Landscape Architect and found to be
acceptable. Remove rejected plantstmaterials promptly from project site.
I
SPECIAL CONDITIONS:
1. Landscape contractor is responsible for coordinating a "site acceptance inspection" with the
owner, General Contractor and Architect prior to start of construction.
2. Landscape contractor to submit a soil sample, once beds are amended and prior to planting.
The ph must be correct and checked by Landscape Architect prior to any planting.
3. Landscape contractor is responsible for providing topsoil in traffic islands so there is a crown of
10-12" at the center of each island 1
4. Do not stake trees except where specified by Landscape Architect. Landscape contractor is
responsible to remove all stakes and guys at the end of the one year warranty period.
5. All tree -form and multi -stem trees to have multiple trunks (min 3 each) and be limbed up a min.'
of 6.0.' All large canopy trees to have the height of their first branches 6' above ground. All
columnar and single story trees to have the height of their first branches 4-5' above ground.
GENERAL LANDSCAPE NOTES: ' }
1. General Contractor to use licensed Landscape Contractors with Landscape Architect prior to
bidding. Bids using Landscape Contractors not pre -approved will not be considered.
Landscape Contractor to:
1, Follow landscape construction sequence.
2. Contact General Contractor prior to submitting bid to verify any phasing of planting areas,
3. Fine grade all grass and planting areas disturbed during construction. Remove from site all
temporary seeding/stabilization, stones, gravel and all extraneous debris including roots and
limbs prior to soddinglseeding. When fine grading insure that positive drainage is occurring.
4. Till and amend all plant beds as required in specifications. Apply pre -emergence herbicides per
manufacturer's specifications in all plant beds prior to any planting. Cover entire bed with a 3"
min. Clean mulch immediately after planting. Site mulch to be double ground hardwood mulch
except for plant beds at the public doors --use mini -pine bark nuggets.
5. Bring to the attention of the Landscape Architect any debris or poor soils remaining in parking lot
islands after general construction and prior to planting.
6, Verify all underground utilities prior to installation of any plant materials. Utilities shown on plan
are for reference onl and may not be a11 inclusive. See General Contractor for as -built
drawings for all underground utilities.
7. Provide 3' diameter mulch rings for all trees in grass areas.
8. Insure that all tree mulch rings are a minimum of 2.0' from the edges of shrub beds and curbs.'
9. Neatly edge all plant bed/grass borders with a straight "v" -cut edge. '
10. Insure all trees of same variety match in shape and size where they are to be installed in groups,
rows or as street trees.
11. Obtain authorization prior to any changes of plant location due to utilities or other factors.
12. Protect all existing structures (i.e.. Curb and gutter, pavement, etc.) During installation of large ;
trees and other plants.
13. Prior to seeding, verify that all trenching and other land disturbing activities within areas to be
seeded have been completed.
a
CONSTRUCTION SEQUENCE:
Landscape Contractor to:
1. Visit site after authorization by General Contractor to begin, and accept/reject condition of site
prior to any planting.
2. Coordinate irrigation system installation, including all sleeving, with General Contractor during
grading phase of work.
3. Stake and till entire plant beds and include fertilizer, pre -emergence herbicides and soil mix per:
specifications.
4. Transport all plants to site covered. Any plants damaged during or prior to shipping to the site "
will not be accepted.
5. Contact Architect for approvalldenial of all plant beds and plant stock prior to installation.
6. Proceed according to planting pian upon approval by Architect of plants and plant bed staking
and preparation.
7. Contact Architect, upon completion of work, for final approval of work.
8, Make necessary adjustments for approval. Landscape Contractor responsible for contacting the
G.C. to seta meeting to review the punch items.
9. Maintain all plant material according to specifications/warranty.
10, Immediately remove/replace any dead or dying plants during warranty period.
All unpaved disturbed areas (or lawn to be reestablished) outside planting bed to be seeded with
an even mixture of Hunter, Padre, and Magellan tall fescues, or approved equal, at a rate of 5-6 1
lbs./1,000 s.f, so as to produce a thick, firm stand of grass. Fertilize at a rate of 10 lbs./1,000 S.f. with
10-10-10 slow-release fertilizer (use straw and asphalt emulsion to cover seed until stable.) Apply
lime according to soil test, or apply 4,000 lbs./acre slow-release pelletized agricultural limestone.
Seeding dates: Aug. 20 through Oct. 25 and Feb. 1 through May.
1. Remove any undesirable ground covers including any temporary seeding
2. Rip the area to be seeded to a min. Depth of 4"-6."
3. Remove all loose rocks, roots, etc, Leaving surface smooth and uniform.
4. Apply seed, agricultural lime, and fertilizer uniformly and mix with the soil.
5. Mulch immediately after seeding and anchor mulch.
REMOVE CONTAINER OR WRAPPING, EXCEPT
BURLAP, COMPLETELY FROM SHRUB, REMOVE
BURLAP FROM TOP.
SHRUBS IN BEDS SHALL HAVE ENTIRE BED
PREPARED RATHER THAN1 NDIVIDUAL
PLANT HOLES,
SOIL BACKFILL MIXTURE
SEE SPECIFICATIONS
i
SET TOP OF BALL 1-2"ABOVE
FINISHED GRADE.
/ 3-11" MULCH
1
4" MIN. ,
-^1 WMIN. I" -
SHRUB PLANTING DETAIL
NO SCALE
,
O
One part existing soil
One part topsoil
One part pine bark soil conditioner
Planting bed depth to be a minimum of 9"
SOIL PREPARATION:
1. Prepare all shrub beds to a total depth of 9."
2. Till existing subsurface soil to a minimum 3" depth.
3. Add 3" of topsoil and till with existing soil.
4. Add 3" of pine bark soil conditioner and till thoroughly with other amendments.
WATER WiSE PLANTING TECHNIQUES
The following soil preparation techniques shall be used for all required landscape areas.
1. Soil preparation for the entire landscape yard includes the additional of organic amendments
tilled to a depth of eight (8) to twelve (12) inches
2. Alf plantings in the landscape yards shall be mulched including interior parking lot islands under
five hundred (500) square feet to a depth of three (3) to four (4) inches and maintained weed
free.
3. Earthen basins are to be constructed around installed plants.
4. Plants, as permitted by this ordinance, are grouped together where possible.
5. For establishment and survival, plants shall be watered in the first year of planting,
6. irrigation: It is suggested that drip irrigation, which includes drip masters, be used for required
landscaping planting beds during the required establishment period. After establishment,
supplement watering can be reduced and used on an as needed basis. Traditional spray
irrigation is prohibited except for lawn areas.
rg,
'A' GRADE TREE WITH 'B' GRADE TREE WITH
STRAIGHT, MAIN LEADER 2 OR MORE LEADERS,
THUS, A'Y' FORK
ACCEPTABLE UNACCEPTABLE
'A' AND'B' GRADE TREES
ADJACENT LAWN
OR PAVEMENT
DO NOT WRAP TRUNK; MARK THE NORTH
FTH
SDE O THE TREE IN THE NURSERY A
D
N
LOCATE TO THE NORTH IN THE FIELD
TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT
GRADE IN WELL DRAINED SOIL, UP 1'0 4INCHES (t0 CM)
ABOVE THE GRADE IN POORLY DRAINED SOILS
NOTE; WIDTH OF PLANTING HOLE IS 3 TIMES
ROOT BALL DIA, IN HIGHLY COMPACTED OR CLAY SOIL; -
2 TIMES THE ROOT BALL CIA. MIN. IN ALL OTHERS
i
NO SCALE
3" MULCH
PLANT BED
SHOVEL CUT PLANTING BED
EDGE 3" DEEP SO THAT LAWN
OR PAVEMENT WILL RETAIN
MULCH
SPECIFIED SOIL MIXTURE
EXISTING SUBGRADE
LAWN OR PAVEMENT
NO SCALE
AVOID PURCHASING TREES WITH TWO
LEADERS OR REMOVE ONE AT PLANTING,
OTHERWISE, DO NOT PRUNE TREE AT
PLANTING EXCEPT FOR SPECIFIC
STRUCTURAL CORRECTIONS
' 00 NOT STAKE TREES EXCEPT WHERE SPECIFIED BY
LANDSCAPE ARCHITECT, IF STAKING IS NECESSARY,
USE TWO OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST
GROWING SEASON.
..
2 BARK MULCH; DO NOT PLACE MULCH IN CONTACT
WITH TREE TRUNK
4" RAISED RING OF SOIL TO DIRECT WATER INTO ROOT BALL,
ESPECIALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE
BEFORE PLANTING, ADD 3-4" OF COMPOST AND TILL INTO TOP S"OF
,} l PREPARED SOIL. ADD COMPOST AT 2435%BY VOLUME TO BACKFILL
DIG IMIDE PLANTING HOLE Wf TAPERED SIDES"_ nil t t�:
1
CUT BURLAP, ROPE AND WIRE BASKET AWAY 48" DEEPER THAN ROOT BALL FOR LOWERED
FROM TOP AND SIDES OF ROOT BALL _ PLANTING HOLES AS NEEDED WITH POOR DRAINAGE
li I�.(.,�
SET BALL ON UNDISTURBED _/'�� " ' l EXTEND STAKES INTO UNDISTURBED SOIL
SOIL TO PREVENT SETTLING
PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE; ALLOW
IF PLANTING HOLES ARE DUG WITH LARGE AUGER, BREAKING DOWN THE SIDES WITH A REST OF BACKFILL TO SETTLE NATURALLY OR TAMP LIGHTLY
SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE,
NOTES:
1. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE,
TILL IN SOIL AMENDMENTS TO A DEP (H OF 4£" OVER THE ENTIRE AREA
2. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER
3. DURING THE DESIGN PHASE. CONFIRM THAT WATER DRAINS OUT OF THE SOIL; USE LOWERED PLANTING HOLE
DEPTH AND DESIGN ALTERNATIVE DRAINAGE SYSTEM AS REQUIRED,
4. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING SUMMERS.
S. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES
TREE PLANTING DETAIL
NO SCALE
WEXFORD
SCIENCE+TECHNOLOGY
A (81, BioMed fIedty Cor,t;:anv
Klmley)))Horn
NC LICENSE #F-0102 2016, C�
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: 919,835.1494
FAX: [phone]
This document together wth the concepts and designs presented
herein, as an Instrument of aervioe, is intended only for the
spathic purpose and anent for which it was prepared, Reuse of
and improper relunu W this document withouteait e i
authorization and adaptation by Kimley-Ham and Assopztes, Inc.
shall be without liability to KUMey-Horn and Assodates, Inc
ASEALS
111"
MY rr„ a ♦ s
V C T�°tcrtuglfr, rr,
.1('l fries
F
.'6
ti�rt
I }, a `�pl� R7♦
IAL
cot
ks
��ccp 'r*�rr�i�ct�rccc�c
St Immell
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
LAND PLANNING
601 N, TRADE STREET, SUITE 200
WINSTON-SALEM, NC 27101
P:336123.1067 R336123.1069
West r v'tt g rew
Street Deck
Parkin
Expansion
800 West Pettigrew St.
Durham, NC 27705
1 1121201161 REVISIONS PER IST REVIEW
NO: DATE I DRAWING ISSUE DESCRIPTION
DESIGNED BY: JMT
DRAWN BY: JMT
CHECKED BY:
SCALE:
JMT
Y'-30'-9•
DATE:
10/11/2016
PROJECT NO:
018997002
FILENAME:
LANDSCAPE NOTES,
SPECS & DETAILS
SITE PLAN
APPLICATION

)ocuSign Envelope 10: F7272FB6-4BF1-4DDC-AEC4-44A63AC3C18F
FOR SITE PLAN REVIEW ONLY;
NOT FOR CONSTRUCTION
1 12, - air
IIIIIIIIIIIIEF.11
A C T
i
9
"v
M- ---- -
N i �
r
� n
I p,8
L7
C\
STAIR #2
�1 STRIPING PLAN - LEVEL P1
SCALE: 1/16" = 1'-0"
0 16 32
SEE ARCH DWGS
AND CIVIL DWGS
n7
PARKING SUMMARY
LEVEL
9'- 0"
8f - 611
ACCESSIBLE
COMPACT
TOTAL
PARKING
DENOTES ACCESSIBLE PARKING SPACE. SYMBOL
SPACES
SPACES
SPACES
SPACES
SPACES
P6
48
27
0
4
79
P5
70
49
0
6
125
P4
65
50
4
6
125
P3
65
50
4
6
125
P2
65
50
4
6
125
P1
70
46
3
5
124
TOTAL
383
1 272
1 15
33
1 703
r8_)
12'-0" 1
OPENING FOR
PEDESTRIAN ACCESS
12.21
NOTES:
1. ALL SPACES ARE TO BE 9'-0" WIDE UNLESS NOTED OTHERWISE, MEASURED
FROM CENTER OF 4" WIDE WHITE STRIPE.
2. ALL STRIPING TO BE RETRO -REFLECTIVE PAINT IN ACCORDANCE WITH
SPECIFICATIONS. STRIPING PAINT AND SYMBOLS SHALL BE WHITE. CROSS
HATCH SHALL BE WHITE.
3, ALL CURB CORNERS TO HAVE A MINIMUM 0'-6" RADIUS UNO.
4. SEE TR102 FOR ADA SIGNAGE DETAILS.
LEGEND:
31)
DENOTES NUMBER OF PARKING SPACES SPACED BETWEEN
DRAWN BY:
CURBS, CURB ISLANDS, PAINTED ISLANDS, ETC.
CHECKED BY:
DENOTES CROSS -HATCHED PAINTED AREA
SCALE:
DENOTES ACCESSIBLE PARKING SPACE. SYMBOL
DATE:
NOT TO BE PAINTED ON FLOOR.
o
DENOTES "STOP" MARKING TO BE PAINTED ON FLOOR.
�?
DENOTES PAVEMENT ARROW MARKING TO BE PAINTED ON
FLOOR.
PS -1
DENOTES PLATE METAL SIGN, TYPE PS -1, SEE TR502
HB -1
DENOTES HEADACHE BAR, TYPE HB -1, SEE TR502
PAY ON FOOT STATION
BICYCLE PARKING, SEE RACK
DETAIL ON CIVIL 3/C301
A?
- P�T
EL 452.50
W 11
P4
EL 429.50
P
EL 418.00
_P
EL 406.50
LEVEL KEY:
SCALE: NTS
LJ,
SIC
{�IENc -TECHNOLOGY
A fal L' oN city , n. �;iy
Kimley>Morn
NC LICENSE #F-0102 2016, lCj
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This tlocument, together with the concepts and designs presented
herein, as an instrument of serdce, is intended only for the
Specific purpose and client for which It was prepared. Reuse of
and improper reliance on Utis document without written
authorimfion and adaptation by Kimley-Nom and Associates, Inc.
shall be, without liability to Kimsey -Horn and Associates, Inc.
SEALS
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NC 27705
2ND REVIEW COMMENTS
1 12115/15 RESPONSE TO CITY OF DURHAM
1ST REVIEW COMMENTS
NO: DATE: DRAWING ISSUE DESCRIPTION
DESIGNED BY:
RLB
DRAWN BY:
MKB
CHECKED BY:
RLB
SCALE:
As indicated
DATE:
10111/2016
PROJECT NO:
018997002
FILENAME:
STRIPING PLAN
LEVEL P1
SITE PLAN
APPLICATION
1

IocuSign Envelope ID: F7272FB6-4BF1-4DDC-AEC4-44A63AC3C18F
NOTE: NORTH AND EAST
ELEVATIONS DESIGNED WITH LESS
THAN 30% UNFINISHED CONCRETE
FINISH LEGEND
FINISH TYPE 1: LIGHT SAND BLAST
WITH NO INTEGRAL FACE MIX
FINISH TYPE 2: MEDIUM SAND BLAST WITH
DARK COLOR INTEGRAL FACE MIX
FINISH TYPE 3: LIGHT SAND BLAST WITH
LIGHT COLOR INTEGRAL FACE MIX
PPPFINIgNPt1 Al I MINI IaA nPPN MEDIUM SAND -BLAST ARCHITECTURAL FINISH ON
'ER
ED SPACE
TRANSOM ZONE
STOREFRONT ZONE
LOW MASONRY
VENEER KICKPLATE
(SHED
TOREFRONT
SPACE
GLAZED AREA AT
CONDITIONED SPACE
NORTH ELEVATION 1/8"
SCALE: 1/8" = T-0"
11M
NORTH ELEVATION
SCALE: 1/16" = T-0"
LT0!W I&MVJ E 19&
P6'
P5
P4
P3
P2
P1
TOTAL AREA OF FACADE =18,449.6 SF
NORTH ELEVATION TOTAL AREA
NORTH ELEVATION 1/32"
OPEN AREA. TOTAL AREA
77527.84 SF 18,449.6 SF = 0.4080
0.4080 x 100 = 40.8 PERCENT OPEN AREA
SCALE: 1/32" =
DR
m
11
0
6�x F 1
SCIENC-E TECHNOLOGY
A [81, B2oMed 1Zeaky Company
Kimlep)oHorn
NC LICENSE #F-0102 2016,
SUITE 600
333 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This docurnb"L tosbthon with Vw obncopts and d"sfgns pmsented
hams,, as on insWment of soIlm is intended only for the
swe r,o Wr wanddiontforwhic ftwasprepared. Rousoof
and Imptopen nodanoo on this d..t without an.
autlwdZalbn and udapWbon by Kionoy-Hoo andAmel. os, Ins.
shad be wlUout Iiabky to Kimtoy-Horn and Assoontos. loo.
,.el li c...._ -
14COM
115 Qf EA���x
PRELIMINARY DRAWINGS
DO NOT USE FOR CONSTRUCTION
19 eF'SBBR0'
FOR SITE PLAN
REVIEW ONLY;
NOT FOR
CONSTRUCTION
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NC 27705
1 112120/161 REVISIONS PER IST REVIEW
NO. DATE I DRAWING ISSUE DESCRIPTION
DESIGNED BY:
JLD
DRAWN BY:
DWS
CHECKED BY:
JLD
SCALE:
As indicated
X08.44 s -
-172.4�'sq ft /
= 172'44 sq ft'
dY72.44 sq ft �"
173:44 sq -ft . �
172.g4_sgJt,
1Y2.44st1 ft
, °�7?�.44 sgfit `
P5
— –
645.72 108.44 s >
172.44=`s $ ;'
172.44. s `ft'172.44s
ft `
172:44 std ft
.: 172;84 s fC
,172.44"s ft
172.44 s ft
P4
— – – – –
— – —
– — – — – —
– — — –
— – —
� '108.44s`
172.44's ft'
172.44s ft
1724�s ft" -
172:44 ft ��
172.44s :ft
172.44s ft.�"
112:44s ft
P3
8.4 sq>
,, 172.44's ft'
Y12.445 ft= .
' 172:44 s ft
192.4;4 s ft '- �
� 172:44 B "ft
172.44's ft '�
1%2.44 s ft °
P2
P1 04.57 s T51-91 sq
- 17.94 s9
2 0.69 sq ft
239;51 Sq ft ��
1x2.38 s ft
66.3 q ft
OPEN AREA OF FACADE = 7,527.84 SF
NORTH ELEVATION OPEN AREA
LT0!W I&MVJ E 19&
P6'
P5
P4
P3
P2
P1
TOTAL AREA OF FACADE =18,449.6 SF
NORTH ELEVATION TOTAL AREA
NORTH ELEVATION 1/32"
OPEN AREA. TOTAL AREA
77527.84 SF 18,449.6 SF = 0.4080
0.4080 x 100 = 40.8 PERCENT OPEN AREA
SCALE: 1/32" =
DR
m
11
0
6�x F 1
SCIENC-E TECHNOLOGY
A [81, B2oMed 1Zeaky Company
Kimlep)oHorn
NC LICENSE #F-0102 2016,
SUITE 600
333 FAYETTEVILLE STREET
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
This docurnb"L tosbthon with Vw obncopts and d"sfgns pmsented
hams,, as on insWment of soIlm is intended only for the
swe r,o Wr wanddiontforwhic ftwasprepared. Rousoof
and Imptopen nodanoo on this d..t without an.
autlwdZalbn and udapWbon by Kionoy-Hoo andAmel. os, Ins.
shad be wlUout Iiabky to Kimtoy-Horn and Assoontos. loo.
,.el li c...._ -
14COM
115 Qf EA���x
PRELIMINARY DRAWINGS
DO NOT USE FOR CONSTRUCTION
19 eF'SBBR0'
FOR SITE PLAN
REVIEW ONLY;
NOT FOR
CONSTRUCTION
West Pettigrew
Street Deck
Parking
Expansion
704 West Pettigrew St.
Durham, NC 27705
1 112120/161 REVISIONS PER IST REVIEW
NO. DATE I DRAWING ISSUE DESCRIPTION
DESIGNED BY:
JLD
DRAWN BY:
DWS
CHECKED BY:
JLD
SCALE:
As indicated
DATE:
10111/2016
PROJECT NO:
018997002
FILENAME:
EXTERIOR
ELEVATIONS
SITE PLAN
APPLICATION
MIN

DocuSign Envelope ID: F7272FB6-48F1-4DDC-AEC4-44A63AC3C16F
5O O 50 1 aO 1 5Q STATE OF NORTH CAROLINA
n COUNTY OF DURHAM
Scalerr = 50' TY, CERTIFY THAT THE
�yovt Svgs Cprtcrav REVIEW OFFICER OF DURHAM
COUNMAP OR PLAT TO MICH THIS
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY
REQUIREMENTS FOR RECORDING FOR WHICH THE RENEW
OFFICER HAS RESPONSIBILITY AS APPROVED BYLAW.
\
,r,,ASPAHLT AREA
OUTSIDE OF FENCE `TRACK CENTERLINE
0821-07-58-8961 MA
DUKE UNIVERSITY \k
DB \ 437 PG 863 0821-07-68-1706 PB 45 PG 91 PID 103333
WEXFORD CHESTERFIELD PARKING LLC q06
\ DB 7742 PG 917
PB6PC152
809 W. PETTIGREW ST.
,04vioO \ 15,277.27 SF O DELTA=04'Q4'2a7"
y d s r SURVEY GAP AREA CH S 47'4324 E /f O
00 sr A, \ PIN 0821-07-68-0703 T=101..68: G O 1
\ O, , 5, o Gy \ PID 103332 R=2858.59, G'
A'a d' 7` WEXFORD CHESTERFIELD PARKING LLC L=2H.526'
3.6
"qf q s0 DB 7742 PG 917 CH. L=2O3 2`
V614 WILKERSON AVE. A NEW a�AREa
OT 9p LQT AREA 5,704,69 SF
\ �`<s 131,48.60 Sty \ `sP-"Gt'�,
0> 1 h 1;1 GRAV£L dim •r!?.. `
AL
DATE OFC R7IFICATION REVIEW OFFICER t
DURHAM COUNTY LAND RECORDS/GIS
0 � 89 56 06 E h ? �.. /
On s ;sr i�t[-JfE�S01�-5D ARC = 76.65'
oss S 38'3429" 2363' 1p� PROPERTY LINE o PUBLIC R/W R =,.,2971,09'
\ 5 94' HEREBY REMOVED \HEREBY ABANDONED 000'= � x Gly
7 N 50 3 D4" W
1 os 9 ROH a r'1�,,��11 AMN uT1Es T of
ExisnNG UR
g 5 7- s s EtOCATEOs \ RAILROAD TRACK
I52 -,w _-
S'8 5 004 .5 1 5.00 ...W. ` .G... 53.538 N S4 .. U
93.59�MOlY. WELL Q• H I GRA'✓EL \
N GRAVEL CONC
11 N OPERTY LINE) _ -SAB
GNC/BRrcr HEREBY REMOVAD \
III PIN 0821-07-68-0546 FOUNANOI ztTA-D1' 0't "
PID 103311 f lH = N,Si'S4'10 W
WEXFORD CHESTERFIELD Is ^� PIN 5( 34. 8
tO 0821-07-68-15 5 R=p9 1 Q9'
r DB' 7742 PG 917 0 L 89 36
PB: 184 PG 57 V PID 103310 PIN CCH L=69.36'
WILKERSON AVE. o��WEXFORD 0821-07-68-251 PIN 0821-07-68-2587
G �> CHESTERFIELD PID 103309
dt 'Ci�� F L' p SEY✓ER EA3EMEN�RPB �' DB774242 PC 91ACCHHESTERFIELD XFORD PID 103308 Dg�TA-
/ WEXFORD CHESTERFIELD 0AF SI G C
184 PG 57 PB 186 PG 181 PARKING LLC "pB 7742 PG 925 CAt
-N
607 WILKERSON DB 7742 PG 921^��1 PB 183 PG 374 T
C1 V4> AVE: PB-T86'PG-t8r- —601 WILKERSON AVE. ! LR +
,LOT AREA 605 WILKERSON,
COT �AB�A" iS,522.66 SF` C
10,630.57 SF AVE. ° =f
�� 5 Q CONC/BR1Gtt h o LOT AREA ^ f LOPE
10,506.96SFPROPERY LINEHERERY; REMOVEDz ' TYINE
SIGN EASEMENT -see 3
� s - D 5150 AG 149HEREBY REM012
. ��+n
SIGN ACCESS M
EASEMENT -see DB
MAwvt qnt 5150 PG 149 `V a�^ -- y CON . GRA'ift
H£N H4 EAR N S 42'1925" E IJ Z SIAQ °
FOR REGISTRATION
Sharon A Davis
REGISTER OF DEEDS
Durham County,NC
2016 JUL 27 10:44:36 AN
BK:196 P(;:135-135
PLAT
FEE:$21-00
INSTRUMENT B 2016025121
Stlt1aiylilAiRSH
2016025121
F� aC
PIN 0821-07-68-4530
0
PID 103306
0 "
WEXFORD CHESTERFIELD PARKING L
DB 7742 PG 932
TSB
PS 186 PG 181
M
202 S. GREGSON ST. p°
10,514.78 SF
G08ttNTY 3399` 4.. �'- 'n N 89'1650" E N 89'19'21" E "' S 89'SL"04" E� N 89'44'16"
I. 3tny fe, t, &re1*5'traY.c, A NOTARY PUBLIC - - S 44'3309" E til f 55.65' 53.85' - 50.8-1 53.09 161.51'
FOR SAID (nKnY AND STATE, DO HEREBY CERTIFY. THAT - 0. u 1 ' s' CO3 MN ASPHALT IX LOT LINE TO in
J /ta J r )Go7 C 2c tt o tfa kS S 42'11'02 E moi. FOR Sh N /
o /
PIN 0821-07-68-3543 REMAIN,
PERSONALLY APPEARED BEFORE ME THIS VAT PID 211382 U) TlPdBER £L
AND ACKNOWLEDGED THE DUE EXECUTION OF THE G.r�> W `t
FOREGOING INSTRUMENT, VIEW WEXFORD CHESTERFIELD PARKING ILL
E9SEMENr-see ey 08 7742 PG 932. o 2 PIN 0821-07-68-4421
WrrNESS MY HAND AND OFFICIAL SEAL, THIS THE 08 5150 PG 149 - m - !'S " - o `.
iB DAY OF ud 2016 0 0821-07-68-2347 PB 186 PG 181 w m DMBER PID 103307 w
K U\t111tt11!(Nl/w� n �' PID 103303 704 W. PETTIGREW ST. A REL WEXFORD CHESTERFIELD f'/G LL
WILLIAM 8 & LOT AREA 10,411.02 SF
WILL DB 7742 PG 921RET
R" Q7A 1f PATRICE FIELDS P8 99 PG 81WALL
N A R.(- off, F DB 2117 PC 988 206 S GREGSON ST.
T * GT ? LOT AREA 16,864.92 SF
MY COMMISSION EXPIRES- "_$� uS'�20:!'"1 -•- * ; __
'OvB\-VG4� NN DO St UI
{�%ii✓,jll crtr. „����`���` \
DOWNTOWN nERPROPERTY LINE HEREBY z
11Alt{I11i JORDAN RIVER BASIN REMOVED o
SETBACKS: -N/A ASPHALT NEW LOT AREA 32,569.58 Sfa
w o PIN 0821-07-68-4321
w w PID 103305 =
rn WEXFORD CHESTERFIELD PARKING LLC g
DB 7742 PG 921
SITE DATA TABLEM PB 99 PG $1 0
1) THIS SURVEY PERFORMED WITH THE, BENEFIT OF TITLE REPORTS 15-03149DU, 15-03156DU, 15-03157DU. 9 604 BURCH AVE. o
15-OS158DU AND 15-03142 DU BY CHICAGO TITLE INSURANCE COMPANY. 2 LOT AREA 15,704.66 SF
2) HORIZONTAL GROUND DISTANCES SHOWN IN U -S. SURVEY FEET. COORDINATES SHOWN ARE
NAD83(CORS96)(EPOCH:2002.0000), COMBINED GRID FACTOR IS 0.99994380 & THE RELATIVE POSITIONAL 89'3929" E
t 68.03'
I, Jeffrey P. Williams. certify that this plat was drawn under my supervision from an .,_t,_
'TOLERANCE IS 0.007m. -n-. �. ._ .. �_.�__—Ss SS -
3) HORIZONTAL GROUND DISTANCES SHOWN IN U.S. SURVEY FEET. actual survey performed under my supervision (references as shown), any boundaries not 55 F9
4 THIS SITE IS NOT IN A FLOOD HAZARD ZONE PER FEMA PANEL 3720082100) DATED MAY 2, 2006.
surveyed ore clearly indicated as drawn from references shown and/or drawn with a
- broken fine; that the.. Global Positioning System (GPS) observations ;were performed to
5) UTILITIES, SHOWN AS MARKED BY THEIR RESPECTIVE AGENTS AND PUBLIC RECORD DOCUMENTS. the Geospotial Positioning Accuracy Standards, Part 2: Standards for Geodetic Networks BURCH AVENUE
6) NC GRiD COORDINATES DERIVED FROM STATIC OPS OBSERVATIONS AND POST PROCESSED BY OPUS. at the 2cm accuracy classification (957, confidence) using OPUS, and traditional traverse 50,PUBLIC RI
88SE STATIQNa QSFO - - and that the relative. positional accuracy is 0,006m and that the ration of"precision
PID DESIGNATIONS LATITUDE LONGITUDE DISTANCE(m) exceeds 1:10,000. �''I(ttlrlrrrrr
DE8234 PITT PITTSBORO CORS :ARP N354311.213 W0791038.627 39183.8 That this plot was prepared in accordance withG.S. 47-30 as, amended
AM7013 HILB HILLSBOROUGH CORS ARP N360310.178 W0790609.101 18146.2 That this plat meets the requirement of G.S. 47-30 section F -11-d, That the survey is (,�'i'cS
AJ2913 RALR RALEIGH DORS ARP N354712:852 WQ733819.411 34140.2 of another category, such as the recombination of existing parcels, a courtordered
-survey, or other exception to the . definition. of subdivision;
7) No HORIZONTAL CONTROL MONUMENT FOUND WITHIN 2000',
8)OWNER: WEXFORD DURHAM CHESTERFIELDLLC (JUSTIN PARKER) (( JJ -r
_
9) -APPLICANT: KIMLEY-HORN (RICHARD BROWN) Witness my original signature and seal this the a+f% �__.day of�s-��'•.,;<
10) SURVEYOR: COULTER JEWELL THAMES,(JEFF WILLIAMS) :li. O Q
4
Jri7-E SOFT
Ieo
\9
WILK SON �
ti
N
N
� � a
s M�CO
£
4;
P / 3
Qa
Oa
��5 Mgfy v
C
m
ST9�er
n o
MEMORIAL
CHAPEL
� HILL
VICINITY MAP, NTS
LEGEND
Water Valve
0
Curb inlet/Catch Basin
0 "
Mail Box
Traffic Signal Box
TSB
Electric Transformer
M
Electric Junction Box
Gas Meter
Sanitary Sewer Manhole
Storm Sewer Manhole
V
Telephone Manhole
Electric Manhole
hJ
Sign
�
Telephone Pedestal
Z TEL
w
t
Fire Hydrant
Fire Department Connection
FUG
Post Indicator Valve
Water Manhole
<
Water Meter
Hot Box
Utility Pole
'aa
Light Pale
OLP
Sewer Cleanout
OCO
Flared End Section
c31
Gas Valve
0 GV
Existing Iron Pipe (3/4" unless
noted)O
1/2" Iron Pipe Set
O IPS
Existing PK Nail
0 PK
PK Nail Set
0 PKS
Computed Point
Concrete Monument
Tree Line
z
Fence — x
x
Underground Electric _____ UE
UE—
j''y Underground Telephone---.- ur
Ur -Gas Line ors
d+ Water Line -------w w----
Overhead Utilities
Qu—
v
Storm Sewer ss---
Sanitary Sewer -- ss ss—
Overhead Utility ou OU—
COD CASE ##SC1600004 APPROVALS
�I
Q
FINAL PLAT:
THt5 PLAT HAS BEEN CEAT!(AEDFOA RECORDATION BY
THE DURHAM CITY -COUNTY PLXNING DEPARTMENT j
ON: oCoI6
flann4st Director or Deskmt
HUI and vWd Hnat r*<aded RbIn 180 days, or ky
1 Ha CQ
a CQ
C �a o�
z
C12 v d
O a �N
o 0o
DC U G',. r�-t
04
t! j tD N..,tet+
Cot
F t" Q O
z w E°•* r'd
0,
O
o wq O�
�a
E�
CA
�
h
CA
w
t
°
c
2
a a
<
U a
Is
o
N
z
0
° t
z
om
D
UC)
cc
6
r1
20
BpiN
W
0
Com:
Z.
O
� sD
of
`(H
W
ci
r d