20151326 Ver 1_Site Plan_20160106

Strickland, Bev
From: [e-mail]
Sent: Wednesday, January 06, 2016 9:18 AM
To: Strickland, Bev
Subject: RE: DWR# 151326 - West Pettigrew St Parking Deck
•WPSD_Site_Plans_for_NCDWR_24x36.pdf(10.2 MB)
Download the attachments by�.flpki.i I re.
Bev-
Attached via ShareFile is the PDF of the West Pettigrew Street Parking Deck Site Plans as submitted with the permit
application. The file can be downloaded by clicking the above link. Let me know if ShareFile gives you any problems!
Sincerely,
Jasoin III°lar0.sllhtorin
Kimley-Horn 13001 Weston IParkway, Cary, INC 27513
,... � m
Ifliree°k: ,31,3 678 41,,�,:i 1 Moi::)rle: ,31,3 411 1181 1 cri ri c,cmi',,.!.
From: Strickland, Bev [mailto:[e-mail]]
Sent:Wednesday,January 06, 2016 9:12 AM
To: Hartshorn,Jason <[e-mail]>
Subject: DWR# 151326-West Pettigrew St Parking Deck
Mr.Jason,
Can you please send me a pdf copy of the site plans for the above project?
Thanks
Beveimlly Stimiiickllmaim d
L aseimfiiiche Amfimiiummiktimmatoir
Division of Water Resources
Department of Environmental Quality
919-707-8789 Office
Physical: Suite 1219G,512 N Salisbury, Raleigh, NC 27604
Mailing: Mail Service Center 1617, Raleigh, NC 27699-1617
Bev.:Str.i_ckland.@..i7cd
1

Email corresponclence to and Irom this ackfress is sublect to the
North l„-mfna Public lic Records Law and rrr;ry be c.lisc/rrsed to third partrrr, .
2

GENERAL CONDITIONS OF APPROVAL PROJECT OWNER
1. BUFFER AUTHORIZATION BY THE NORTH CAROLINA DIVISION OF WATER QUALITY (NCDWQ) IS REQUIRED PRIOR TO CONSTRUCTION DRAWINGS APPROVAL SITE PLAN CHANGES OCCURRING AS A RESULT OF ALTERATIONS NEEDED TO RECEIVE BUFFER AUTHORIZATION PRELIMINARY SITE PLAN AND CONSULTANT
MAY RESULT IN THE NEED FOR A SITE PLAN AMENDMENT OR ANEW SITE PLAN BASED ON THE SCOPE OF THE REQUIRED CHANGES. IF A SITE PLAN AMENDMENT OR NEW SITE PLAN IS REQUIRED IT MUST BE APPROVED PRIOR TO 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 REQUIRED.
2. ALL LANDSCAPING MUST BE IN PLACE PRIOR TO A REQUEST FOR A CERTIFICATE OF COMPLIANCE. CONTACT DURHAM CITY/ COUNTY PLANNING DEPARTMENT SITE INSPECTION STAFF FOR INSPECTION.
3. EACH LANDSCAPE COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WALL INCUR A RE-INSPECTION FEE. PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR TO RE-INSPECTION. APPLICANT STRUCTURAL
4. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST WEXFORD SCIENCE + TECHNOLOGY KIMLEY—HORN AND ASSOCIATES, INC.
DIRECT LIGHT BEYOND THE PROPERTY LINE. IN ACCORDANCE WITH THESE STANDARDS: DRAWINGS FOR :
801 W. BAL11MORE STREET, SUITE 505 333 FAYETTEVILLE STREET, SUITE 600
a. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING IS 0.5 FOOT CANDLES. BALTIMORE, MD 21201 RALEIGH, NC 27601
MR. JUSTIN PARKER MR. ADAM COCHRAN
b. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS 5.0 FOOT CANDLES. PH. [phone] PH. [phone]
C. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 FOOT CANDLES. FAX [phone]
d. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS IN THE TABLE IN LIDO SECTION 7.4.3A WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN THE LIGHTED AREA. CIVIL & LANDSCAPE ARCHITECTURE
e. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES (FIXTURES DESIGNED TO INSURE THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 30 FEET ABOVE GRADE. STIMMEL ASSOCIATES SITE PLANNING
601 NORTH TRADE STREET
f. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND, SHALL BE 15 FEET ABOVE GRADE, MEASURED TO THE WEST PETTIGREW STREET 601 NORTH
NC STREET
KIMLEY—HORN AND ASSOCIATES, INC.
TOP OF THE FIXTURE.
MR. KELWAY HOWARD RALEIGH, NC 27601
g. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF PHOTOMETRIC SURVEY) PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING ISSUED. ALL OF THIS INFORMATION, INCLUDING DETAILS, WALL BE REQUIRED ON BUILDING PLANS PRIOR TO PH. [phone]
___,,,ISSUANCE
-o-ISSUANCE OF BUILDING PERMIT. MR. RICHARD BROWN, PLA
-�C \ PH. 919 9. CENTERLINE OF 30 FOOT WIDE DRAINAGE EASEMENT FOR THE BENEFIT OF ADJACENT PROPERTY OWNERS NOT MAINTAINED BY PUBLIC AUTHORITIES. NO BUILDINGS, STRUCTURES, FILLS, EMBANKMENTS OR OBSTRUCTIONS PERMITTED WITHIN THE EASEMENT EXCEPT , ( ) 653-2976
ACCORDING TO THOSE TERMS. J 1 ARCHITECTURE FAX [phone]
1o.�H13 �I is"N "IN ►T��P€ciAC F�oD Fin RD�CR s3rF F uR�co i is ooD HAZA A As As�Ho�uFi� FI`R�i�iCN�3 6oe�foa�D D�an�£2�T6s� CJMW ARCHITECTURE
119 BROOKSTONE AVENUE, #100 LIGHTING
11. PINE STRAW NOTE: PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE SECTION 46-87. DECK WINSTON-SALEM, NC 27101
12. TEMPORARY OR PERMANENT ROADWAYS OF ALL-WEATHER DRIVING SURFACE, CAPABLE OF SUPPORTING A 75,000 POUND VEHICLE WEIGHT, SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF BUILDING CONSTRUCTION ACTIVITIES. THESE ROADWAYS SHALL MR. JOHN DRINKARD EDI
BE EXTENDED WITH THE PROGRESS OF CONSTRUCTION SO THAT: PH. [phone] 1151 SE CARY PARKWAY, SUITE 200
a. ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO GREATER THAN 150 FEET TRAVEL DISTANCE FROM A ROADWAY, CARY, NC 27518
DURHAM NC MR. GLENN KEY
b. FIRE DEPARTMENT CONNECTIONS (FDC), EITHER TEMPORARY OR PERMANENT, ARE NO GREATER THAN 100 FEET TRAVEL DISTANCE FROM A ROADWAY.
13. TEMPORARY WEATHER-RESISTANT STREET SIGNS OF STANDARD SIZE AND LETTERING SHALL BE PROVIDED AT THE INTERSECTIONS OF TEMPORARY OR PERMANENT ROADWAYS AND SHALL REMAIN IN PLACE UNTIL REPLACED BY PERMANENT SIGNS. , SHEET LIST TABLE
14. FIRE HYDRANTS, AS SHOWN ON THE APPROVED SITE PLAN, SHALL BE PLACED IN SERVICE AND MADE AVAILABLE TO THE FIRE DEPARTMENT AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. NO CONSTRUCTION FINKING OR OTHER BARRIERS ARE TO BE
PLACED BETWEEN THE ROADWAY AND THE HYDRANTS, WITH MINIMUM 3 FEET WORKING CLEARANCE AROUND HYDRANTS. HYDRANT SERVICE SHALL BE EXTENDED WITH THE PROGRESS OF CONSTRUCTION SO THAT:
a. ALL POINTS AROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO GREATER THAN 500 FEET TRAVEL DISTANCE FROM A HYDRANT, Sheet Number S h e e t T i t I e
b. FIRE DEPARTMENT CONNECTIONS (FDC), EITHER TEMPORARY OR PERMANENT, ARE NO GREATER THAN 50 FEET TRAVEL DISTANCE FROM A HYDRANT.
C000 COVER SHEET
15. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A LAND-DISTURBANCE PERMIT. LBrIlOI1d AL
177 16. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND-DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND-DISTURBANCE C100 EXISTING CONDITIONS PLAN
PERMIT.
17. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN NORTH NORTH C2OO SITE DEMOLITION PLAN I�
AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT LIMITED TO: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS, ASSOCIATED SIGNAL VIRGINIA
MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS, AND BIKE LANES. THE APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY �� �� C300 SITE PLAN
ADDITIONAL RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCTION. NORTH CAROLINA �- --- —--- �-
EDEN
C301 SITE DETAILS
C302 SITE DETAILS
( PUBLIC WORKS CONDITIONS OF APPROVAL 1 501 °XE°R° �Ow SITE DETAILS
C303 r
l n C400 GRADING & DRAINAGE PLAN
l 85 �rlghtl�ai'Sgua�e UTILITY PLAN
l Wilkerson Ave $ I kerson Ave C401
/ a.THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) SHALL SUBMIT THREE (3) SETS OF CONSTRUCTION DRAWINGS TO THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL CONSTRUCTION DRAWING / LOCATION LOUISBURG
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 SHALL REVIEW ALL SIZES, MATERIALS, o
SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS) FOR COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS, SPECIFICATIONS, AND BEST GREENSBORO 1 Q L101 LANDSCAPE PLANTING PLAN
MANAGEMENT PRACTICES. j ° a 147
( b.THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) SHALL SUBMIT ONE (1) SET OF AS-BUILT DRAWINGS TO THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL. AS-BUILT DRAWING APPROVAL IS / 40 70 DURHAM L1 O2 LANDSCAPE NOTES, SPECS & DETAILS
REQUIRED PRIOR TO WATER METER INSTALLATION AND/OR SANITARY SEWER SERVICE CONNECTION AND PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 4oWAKE FOREST ro SITE
( C.F1RE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL AS PART OF THE CONSTRUCTION DRAWING APPROVAL PROCESS. TO SCHEDULE A FLOW TEST COMPLETE THE ONLINE APPLICATION (H TTP://DURHAM NC.GOVA 538/FIRE-FLOW-TEST-REQU EST). l Oj R TR101 STRIPING PLAN LEVELS P1
/ d.WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING WATER MAIN INSTALLATION. J CHAPEL 4O G�
e.SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING SANITARY SEWER MAIN INSTALLATION. HILL 440 +u TR102 STRIPING PLAN LEVELS P2
f.AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED. RALEIGH
5 �} Cn
CARY' ° F.x:urxl S1 TR103 STRIPING PLAN LEVEL P3 & P4
64 o Ln 0'� TR104 STRIPING PLAN LEVEL P5 _
( SPECIAL CONDITIONS OF APPROVAL WCh8 eI --- --
1 ASHEBORo 1 GARNER cLAYroN .TITS;�# � AlA101 FLOOR PLANS )
( )/ o 40 A102 FLOOR PLANS
1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT: SANFORD FUQUAY-VARINA
1.1. THE RIGHT-OF-WAY FOR WILKERSON AVENUE ADJACENT TO THE SITE MUST BE LEGALLY CLOSED. Jll _ A103 FLOOR PLANS
l 95 A104 FLOOR PLANS
Jackson St A105 FLOOR PLANS
_ I
- A106 — FLOOR PLANS
PROJECT LOCATION VICINITY MAP A201 EXTERIOR ELEVATIONS
( ) A202 EXTERIOR ELEVATIONS
A203 BUILDING SECTIONS
A401 ENLARGED PLANS
SITE DATA A601 WALL SECTION & DETAILS
614 Wilkerson Avenue,Durham,INC 27701,809 West Pettigrew Street,Durham,NC 27701,609 Wilkerson Avenue,Durham, 1 __ A901 EXTERIOR PERSPECTIVES
l INC 27701,607 Wilkerson Avenue,Durham,INC 27701,605 Wilkerson Avenue,Durham,INC 27701,601 Wilkerson Avenue, /\ SLl SITE LIGHTING
l/1 Durham,NC 27701,704 West Pettigrew Street,Durham,INC 27701,202 South Gregson Street,Durham,INC 27701,206 South J
L ( ADDRESS Gregson Street,Durham,INC 27701,604 Burch Avenue,Durham,INC 27701 REVISIONS
l NAME OF DEVELOPMENT WEST PETTIG REW STREET DECK
/ WEXFORD SCIENCE+TECHNOLOGY,801 W.BALTIMORE STREET,SUITE 505,BALTIMORE,MD 21201,ATTN.:MR.JUSTIN 1
CITY OF DURHAM STANDARDS AND SPECIFICATIONS ARE TO BE USED. l/ APPLICANT PARKER,PH.[phone] /
l 0821-07-68-0703,0821-07-68-1706,0821-07-68-0546,0821-07-68-1555,0821-07-68-2516,0821-07-68-2587,0821-07-68-3543,0821 1
PIN 07-68-4530,0821-07-68-4421,0821-07-68-4321
/ JURISDICTION CITY OF DURHAM l
lr CURRENTZONING DESIGN DISTRICT-SUPPORT 1(DD-Sl) l)
/ PROPOSED ZONING DESIGN DISTRICT-SUPPORT 1(DD-Sl)
l TIER DOWNTOWN TIER 1 WATERSHED ELLERBE CREEK 12/15 RESPONSE TO CITY OF DURHAM 1ST REVIEW COMMENTS MKM
RIVER BASIN FALLS LAKE 1 DATE DESCRIPTION BY
l OVERLAY DISTRICTS N/A
/ EXISTING ACERAGE 3.34AC 1
l PROPOSEDA AGE 3.12AC APPROVALS:
DISTURBED AREA
A 4.12 AC
l CURRENTUSE VACANT/PARKING
j PROPOSED USE PARKING STRUCTURE/SURFACE PARKING
l/ EXISTING IMPERVIOUS SURFACE(1999 YR) 59.2%(97,199 SF/163,311 SF) 1
1, PROPOSED IMPERVIOUS SURFACE 62.95%(102,797 SF/163,311 SF)
PROPOSED PERVIOUS AREA 37.05%(60,514 SF/163,311 SF)
EXISTING BUILDING GROSS FLOOR AREA OSF l
BUILDING FLOORAREATOBEDEMOLISHED OSF <1
PROPOSED NEW BUILDING FLOOR AREA 180,000 SF(COMMON LOBBY SPACE:414SF)
TOTAL PROPOSED BUILDING GROSS FLOOR AREA 180,000SF 1
EXISTING BUILDING HEIGHT 0.4.
PROPOSED BUILDING HEIGHT 47'4" 1
/ MAXIMUM BUILDING HEIGHT 100.4. !1
lr FLOOR AREA RATIO N/A ll
PROPERTY BUILD-TO/SETBACKS BUILD-TO LINE(W.PETTIGREW ST.)MIN.=0',MAX.=0'
BUILD-TO LINE(GREGSON ST.)MIN.=0',MAX.=12'-18'
SETBACK(WEST PROPERTY LINE)MIN.=01,MAX.=25' )
I BUILDING COVERAGE PERCENTAGE 25% ll
l EXISTING PARKING COUNT 0SPACES l\
PROPOSED PARKING COUNT REQUIRED CALCULATION PROPOSED 1
PARKING SPACES MIN.REQUIRED=NONE N/A SURFACE=149 SPACES
MAX.REQUIRED=NONE DECK=567 SPACES
TOTAL=716 SPACES
HANDICAP SPACES 501-1,000 SPACES REQUI RES 2%HANDICAP SURFACE=156*0.02=3.12 SPACES SURFACE=6 SPACES(VAN SPACES=1)
SPACES DECK=579*0.02=11.58 SPACES DECK=12 SPACES(VAN SPACES=2)
TOTAL=18 SPACES(VAN SPACES=3)
l BIKE SPACES 1 SPACE PER 2,500 SF OF USEABLE FLOOR AREA 414 SF PUBLIC USEABLE FLOOR AREA 1 RACK=2 BIKE SPACES
/2,500=0.17 BIKE SPACES
FRONTAGE-AMENITIES REQUIRED CALCULATION PROPOSED
W.PETTIGREW STREET(544'OF FRONTAGE) ONE LF OF SEATING PER EVERY 15 LF OF 1
FRONTAGE&ONE WASTE RECEPTACLE PER 544/15=36 LF OF SEATING 36 LF OF SEATING 1 CITY OF DURHAM
EVERY 150 LF OF FRONTAGE 544/150=4 WASTE RECEPTACLES 4 WASTE RECEPTACLES ! PUBLIC WORKS DEPARTMENT
GREGSON STREET(233'OF FRONTAGE) ONE LF OF SEATING PER EVERY 15 LF OF APPROVED
FRONTAGE&ONE WASTE RECEPTACLE PER 233/15=16 LF OF SEATING 18 LF OF SEATING 1
EVERY 150 LF OF FRONTAGE 233/150=2 WASTE RECEPTACLES 2 WASTE RECEPTACLES ) ENGINEERING DATE
BURCH AVENUE(168'OF FRONTAGE) ONE LF OF SEATING PER EVERY 15 LF OF l STORM WATER DATE
FRONTAGE&ONE WASTE RECEPTACLE PER 168/15=11 LF OF SEATING 12 LF OF SEATING / TRANSPORTATION DATE
EVERY 150 LF OF FRONTAGE 1168/150=1 WASTE RECEPTACLE 1 WASTE RECEPTACLE ) DATE
DATE
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.
ey
[ D1 5 00262,J Copyright Kimley—Horn and Associates, Inc., 2015 Horn -� � � � � � � � SEAL:
DATE: JOB NUMBER:
333 PHONE: (9YE 19 835-1494REET, SUITE 600,FAX: 9 9)RALEIGH, 53 5847 NORTH AROLINA 27604 NC CERT. OF AUTH: # Setember p 15 2 015 018 9 9 7 0 0 0

i
PIN: 0821-07-58-8961 EXISTING CONDITION NOTES
z OWNER: DUKE
Q UNIVERSITY �ASPAHLT AREA OUTSIDE OF FENCE 1. CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY PRIOR TO COMMENCING WORK.
DB: 437 PG 863 ITEMS DEPICTED ON THIS W E X F O R D
PD: 45 PG 91 CENTERLINE OF NC 2 KIMLEY-HORN AND
PLAN.
ASSUMES NO RESPONSIBILITY FOR THE CONTENT OR ACCURACY OF EXISTING SCIENCE+T E C H N O L O G Y
o ZONING: DD-S1 RAILROAD TRACK
~ PIN: 0821-07-68-1706 LAND USE: COMMERCIAL MAG 3. SITE BOUNDARY,TOPOGRAPHY, UTILITY,TREE,AND ROAD INFORMATION TAKEN FROM FIELD SURVEYS BY A BioMed Realty Company
COULTER-JEWEL SURVEYORS, DATED JUNE 10,2015.
PID: 103333 WAREHOUSE STORAGE
OWNER: RICHARD W. ` / j 4. VERTICAL DATUM FOR SURVEY IS NAVD 88.
CD z MORGAN &WIFE 0821-07-58-8961 I' I
JACQUELINE G. MORGAN DUKE UNIVERSITY ' / 'J �\ 5. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS,AND PROPERTY CORNERS DURING
x DB: 6021 PG 497 DB 437 PG 863 /
100.0' \ CONSTRUCTION.
w PB: 6 PG 152 PB 45 PG 91 -07_�-1706
ADDRESS: 809 W. / 10 3`33
PETTIGREW ST. LD W. G. MORGAN
N WIFE \
o a UELINE G. MORGAN
LOT AREA: 15,277.27 SF / 6021 PG 497
ZONING. DD-S1 8096 PG 152
W. PETTIGREW ST. \ Kimley ))) Horn
�' LAND USE: VACANT /i �� 15,277.27 SF
U DELTA=04'04 27" \
° CH = S 47'4324" E +
NC LICENSE#F-0102 2015, C
- T=101.68' \�
0 PIN: 0821-07-68-0703 / R=2858.59'
a_ PID: 103332 / _ , L=203.26' SUITE 600
a, OWNER: MORGAN
CH. L=203.22' 333 FAYETTEVILLE STREET
RICHARD & JACQUELINE / /`�` �\ RALEIGH NC 27601
U) DB: 7491 PG 14 /
'� I / �� +
I �5� PHONE: [phone]
ADDRESS: 614
0 GATE ACCESS
cn WILKERSON AVE. U 5 r/ I \ CONTROL FAX: [phone]
o GRAVEL LOT AREA: 5,704.69 SF �
�� 1 /'IN OB2'1-07-68-070
ZONING: DD-S1 r. ��� I PID�03332 Ll - - ` / \ / This document,together with the concepts and designs presented
gORGAN RICHARD & - \ ' \ herein,as an instrument of service,is intended only for the
LAND USE: VACANT / specific purpose and client for which it was prepared. Reuse of
Cn
T�ACOUELINE �' PRO_PE_RTYllN TO B� i \ p p pp p
DB 7491 PG 1 - - � � �` � _ _ � _ and improper reliance on this document withoutwritten
4 _ \ _ - REMOVED _ \ \ 100.0' authorization and adaptation by Kimley-Horn and Associates,Inc.
o / % 614 WILKERSON AVE. - - - - - _ - shall be without liability to Kimley-Horn and Associates,Inc.
Q / / r/ LOT AREA 5,704.69 SF
u / _ -
/- -S R9'1R'15" W7I�1T___ - - FOB _- - - - - - - 89'18'15" W �- \ x SEALS
� - IPA/� .J - - 139.30' � APO � 1 1
S /
/ \ / 0.
SSMH RIM 395.07 PROPERTY LINE TO BE IN TIN 384.65 PROPERTY LINE TO BE CENTERLINE OF NC
ASPHALT PROPERTY
,�9 / INVERT IN(W) 388.12 REMOVED 1 `3� � � REMOVED c£N>�of � RAILROAD TRACK
INVERT IN(S) 387.97 WILK A VEN
" - SE- INVERT UT 38757 - SS S S S - - SS- SS ���`3S gi SS SS ✓ j�����J �� L
_ _ PRELIMINARY DRAWINGS
w w / w w W--W-w w w - - 'w ��, DO NOT USE FOR CONSTRUCTION
JMON. WELL - 6 AK-t4+'7
/ J 89'23 4" E 54.01'CO S W
r 1/ 10" E - -CONC S W N 8 ' 3'54" E '2 E - -
00 5 N 89' S4" E 53.53 POB POB _52 GRAVEL
j I j93.59' - -
GRAVEL
I \ _ IONCg4g6 -
C71 EL� D.
CK _ GRAr 3. 0531U TION3231
\\
��A \
Jill
_ 3 PIN 0821-07-68-0546 IDWOOD
DETAN1520 14- WIl M 394.�2 PID 10331 T=34.68'
\ I , TT 388.�32 MORGAN . & - 3 _ t R=2971 Q9 Iy
\ VERT UT 388.22 JACQiJEL 90 p� I H, RDWOOD GF?AVEL L=69.3� g®3
PIN 0821-07-68-1555 CH. L=69.36' s INV. IN 383.08
DB 6032 o PID i'103310 I PIN 08 4-07-68-2516 Icy \ I 3�6IR/ PI�) 382.99
o j 11111
00 ` +`rr'- POB 1 4 PG ON AVE. MOROAN RICHARD & PID 103309
0 / j. JACQUELINE PEAPLA LLC I I PIN 0821-07-68-2587R"' INV. 382.98
I. DB 6547 PG 887 DB 2536 PG 419 W PID 103308 c'Lc \ INV. 382.90
21.75 SF I \ o \
Y 1 PB 18C PG 181 605 WILKERSON AVE. DURHAM LAUNDRY CO. / \\ ClI��7Z482.95
�' TOC 394.09 h V A
aVEkT-388�9 - UR Plb�$6 SEWER Io 607 WILKERSON AVE. LOT AREA 1C,506.96 DB 6525. PG 36 \ �� �GQ \ INV. IN 383.58
ET wLOT AREA 10,630.57 SF �/�601
3 3,-P � V. OUT 2 PIPES 383.34
6' RCP 1 �-A PB@LfVf84 G 57 N f B i 3:, � G 374 ( )
�'- / o WILKERSON AVE. DELTA=0128 49"_j \
_ W OT AREA 14,522.66 SF CH = N 53'18'42" W ! �\
S 323.9cL - - - - -� ��/ T=38.38' / \
INVERT IN 3 W6 / \ 1 _ _= J u: I I g' R=76 76�9
INVERT OUT 56 � � � \ ��_� �887�. j, �i �,a S A% G�Oj CH. L=76.75'
GRATE 391.
INV. 84.89 /NV. IN 3 S I 0
INVV
S IN �JUT (2 P ) 3 ' n
O - V. ¢2 R S V.
IN rew
s GRAVEL 5 ' sss. _ �Z West Pettigrew
CONC/BRICK HARD � O \ g
--
FOUNDATION
GRATE 389.47 SSMH RIM SEALED Street Deck
(W)INV. IN 383.84
L�
AK" INV IN 384.32 / PROPERTY LINE TO BE roc 38700
O
` j / \ / I (E)INV. OUT 383.79 IP 1INV. IN J8J.95
o / \ �� / REMOVED ��� �84 INV. OUT (2 PIPES) 383.90
\ _ � 1 s 800 West Pettigrew St.
s„\ � // \ PIN 0821-07-68-3543 � PIN 0821-07-68-4530 mz �� s g
PID 211382 1 PID 103306 I I Durham, NC 27705
\ \ SEHED DEVELOPMENT CORP /p SEHED INVESTMENT GROUP RIM 387.64
32. 165, I 1 INV. IN 384.74
\ I PB 1183 PG 3741 j ? PB 99 PG81480 U; I o INV. our 384.59
SIGN ACCESS EASEMENT _ GU o \ ; 04 W. PETTIGREW ST. 202 S. GREGSON ST. Q I s
\ ET COLUMN cNvl� / \ \�\ _ - - - I CONC \ <r o LOT AREA 10,411.02 SF 10,514.78 SF Cal
v CO m
::
5150 PG 149 (EXCEPTlO F SIGN o \ ^ RAVEL H
•
\. » . , I I of
• o
\N
_ I
SIGN EASEMENT see DB 5150 PG - � - -' - ;,. N 89'44'16" E _ M
149 (EXCEPT/ 11) S 44'33'09" E �l A - - 161.51' l I u, ITOC NV. 388 384.47
0 0.71' e j:
i
BOTTO OF \ \ ASPHALT 7 I I v
S 42*11102" E CAT LK 43 \ \ s
0 11.38' \ 1 s ` I CO
N VIEW EASEMENT see DB �� I �
L6 5150 PC9 `�' \ I (ROPE TY LINE TO /MBER RET. E-4 a,
PIN: 0821-07-68-0546 PIN: 0821-07-68-1555 ��� REMAIN, EE SITE WALL c,
PID: 103311 PID: 103310 .::..� 821-07-68-2348 �PLAN SH T C300 > ` N
_ WILLIAM B & CAPRICE FIELDS co �J
E OWNER: MORGAN OWNER: MORGAN DB 2117 PG 988 o
PIN 0821-07-68-4421 a) Q J l o
RICHARD & JACQUELINE RICHARD & JACQUELINE �;, TIMBER RET. PID 103307 l
DB: 6032 PG 373 DB: 6547 PG 887 - - - w WALL SEHED INVESTMENT GROUP I w
PB: 184 PG 57 PB: 186 PG 181 _ = DB 1058 PG 480 TIMBER RET V
^� PB 99 PG 81 I it, PIN: 0821-07-68-4421
n ADDRESS: 609 ADDRESS: 607 0 - 400 - , CRATE 38�.4s 206 S GREGSON ST. WALL PID: 103307
WILKERSON AVE. WILKERSON AVE. � �- al INV. OUT*.51 LOT AREA 10,514.78 SF OWNER: SEHED
Z LOT AREA: 35,721.75 SF LOT AREA: 10,630.57 SF `� �' \ to I CL� INVESTMENT GROUP
o ZONING: DD-S1 ZONING: DD-S1 co DB: 1058 PG 480
LAND USE: RESIDENTIAL LAND USE: VACANT 590 d+ PB: 99 PG 81
z PIN: 0821-07-68-2587 PIN: 0821-07-68-3543 PIN: 0821-07-68-4530 / - ADDRESS: 206 S
~n PIN: 0821-07-68-2516 PID: 103308 PID: 211382 PID: 103306 0� CE
X OWNER: DURHAM OWNER: SEHED OWNER: SEHED GREGSON ST.
w PID: 103309 - - LOT AREA: 10,514.78 SF
OWNER: PEAPLA LLC LAUNDRY CO. DEVELOPMENT CORP INVESTMENT GROUP 32 E 0 . x3
o ZONING: DD-S1
DB: 2536 PG 419 DB: 6525 PG 36 DB: 6547 PG 891 DB: 1058 PG 480 LAND USE: SURFACE
ADDRESS: 605 PB: 183 PG 374 PB: 183 PG 374 PB: 99 PG 81 \
ADDRESS: 601 ADDRESS: 704 W. ADDRESS: 202 S. 1 D \ I �� PARKING LOT 1 12/15/15
RESPONSE TO CITY OF DURHAM
o WILKERSON AVE. \
J LOT AREA: 10,506.96 SF WILKERSON AVE. PETTIGREW ST. GREGSON ST. 1 A ' HALT \ N 1ST REVIEW COMMENTS.
ZONING: DD-S1 LOT AREA: 14,522.66 SF LOT AREA: 10,411.02 SF LOT AREA: 10,514.78 SF I \ I z NO: DATE DRAWING ISSUE DESCRIPTION
o ILAND USE: VACANT ZONING: DD-S1 ZONING: DD-S1 ZONING: DD-S1 I� PROPERTY LINE TO BE \ I o0
J LAND USE: VACANT LAND USE: VACANT LAND USE: SURFACE o REMOVED O �
G, \ PID 03305 7 68-4321 0l \
PARKING LOT cc Q ���� PIN: 0821-07-68-4321 DESIGNED BY: RB
PEAPLA LLC �I PID: 103305 DRAWN BY: MM
PIN: 0821-07-68-2348 DB 2536 PG 419 ml OWNER: PEAPLA LLC CHECKED BY: RB
o OWNER: WILLIAM B & PB 99 PG 81 ' DB: 2536 PG 419
\ 604 BURCH AVE. + �� PB: 99 PG 81 SCALE: 1"=30'-0"
CAPRICE FIELDS I LOT AREA 15,704.66 SF - ADDRESS: 604 BURCH DATE: 09/15/2015
Q DB: 2117 PG 988 I �� UI I A
ZONING: DD-S1 \ mI I � AVE. PROJECT NO: 018997002
LOT AREA: 15,704.66 SF
W ITOC 395.301 FILENAME:
o LAND USE: VACANT 0 U) /gyp. IN 388 0 3 ZONING: DD-S1
oIINV.bL�3s4 ]� LAND USE: SURFACE
N 89'3929" E 168.03' `' POB ISA4H RIM S RKING LOT
- EXISTING
SS-
ss CONDITIONS
BURCH AVENUE
PLAN
50' PUBLIC R/W SSMH RIM SEALED
rOC T55
OU 389.95 GRAPHIC SCALE IN FEET PRELIMINARY SITE
PLAN APPLICATIONo O 0
T
NORTH
m
0
C 1

DEMOLITION NOTES LEGEND
A. CONTRACTOR SHALL COORDINATE WITH THE CITY OF DURHAM TO OBTAIN ALL NECESSARY DEMOLITION
\ /UTSIDE OF SPA ANiT AREA I FENCE j \ PERMITS PRIOR TO THE START OF ANY DEMOLITION WORK.
\ I � / P / � � ASPHALT/SIDEWALK/GRAVEL W E X F O R D
CENTERLINE OF NC B. SAW CUT AND REMOVE CONCRETE CURB TO LIMITS REQUIRED FOR NEW WORK. TO BE REMOVED
SCIENCE+TECHNOLOGY
RAILROAD TRACK C. REMOVE VEGETATION AND GRASS IN AREAS TO RECEIVE NEW ASPHALT AND CONCRETE PAVEMENTS. A BioMed Realty Company
MA "� I j j / / / \ D. SAW CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED ON PLAN.
j / / / \\ E. THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF-SITE FACILITIES WITHIN THE PROJECT SITE TO INCLUDE \\ \ EXISTING VEGETATION
BUILDINGS,CONCRETE STRUCTURES(ABOVE GROUND AND FOUNDATION),SITE LIGHTING STRUCTURES, \\\ TO BE REMOVED
zO DUKE UNIVERSITY
1 / / / I / / \ \ PAVEMENTS AND SECONDARY UTILITIES.ALL MATERIALS SHALL BE PROPERLY DISPOSED OF PER STATE
DUKE UNIVERSITY / / I / \ \ REGULATIONS.
J DB 437 PG 863 / / / I / 100.0'
o PB 45 PG 91 07-68-1706 / \ \
� � l P 103333 / I / / \ \ F. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT SERVE ACTIVITIES OTHER THAN SITE ELEMENT TO BE
w / / / \ \ \ THE SITE SHALL BE PROPERLY PRESERVED AND PROTECTED.
o A W. MORGAN & WIFE x REMOVED
6021 UELINE
PG G.
MORGAN / / / / / �\\\\ G. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY UNFORESEEN OR
o i 6 PG 152 ADVERSE CONDITIONS, INCLUDING UNCHARTED UTILITIES,DISCOVERED DURING DEMOLITION OPERATIONS
I
15,CN W. PETTIGREW ST. H. REFER TO SCHEMATIC DESIGN NARRATIVE AND OUTLINE SPECS AS WELL AS UTILITY PLAN FOR MORE SPECIFIC PROPERTY LINE /SITE ) KimleV >>> Horn
15,277.27 SF / / / / \ \ \ PUBLIC UTILITY INFORMATION.
DELTA=04'0427� ` �\ l / l \\ \ \ ELEMENT TO BE
o i CH = S 4-'45'�' E / REMOVED
— T=101 �l /l \\ \\ NC LICENSE #F-0102 2015,
o R�858.59' \ \
L=203.26' / l" EXISTING FENCE/
EXISTING PROPERTY LINE CH. L=203.22' / �k \ \\ SUITE 600
TO BE REMOVED, TYP. �j�� — — — \ \ // // TO BF�REMOVED / \ \\\ FAYETTEVILLE STREET
v / / — / / / / L - / \\\\ 333 ALE GH, NC 27601
j EXISTING ASPHALT TO BE — — EXISTING �JRAVEL
x TO BE REMOVED/ / I \ \ \ \ PHONE: [phone]
REMOVED � _ — 5 / / I \ \
FAX: [phone]
PIN 0�21-07\8-070 ! \ OVERH AD PO�IVER TQ / \\\\ \\ \ � IST NI G WIL EK R ON
EXISTING CURB &GUTTER TO — — 10 I A 3332 _ / _ — — / BE REM VED/ / \\ \ \ This document,together with the concepts and designs presented
6 BE REMOVED �� MORGAN RICHARD & , AV UE TO BE CLOSED > 1 herein,as an instrument of service,is intended only forthe
� — —� U L�— — —\\ i / / specific purpose and client for which it was prepared. Reuse of
i DB 91 PG 44— — — — EX�`sT1iVG-PROPERTY_ _ / / // 100.0' \ \\ \ EXIST I U B t and improper reliance on this document without written
— \ / / \\ \ \ GU R T E REMOVED authorization and adaptation by Kimley-Horn and Associates,Inc.
EXISTING CONCRETE SID V ALk — -514 WI RSON AVE. —__ — — _ — — / \ \ shall be without liability to Kimley-Horn and Associates,Inc.
TO BE REMOVE / _ � � — — _ - - LET-ARE-AA ... -04.69 -SF- - - - - - - - - - - - - - — _ — _ i
< — — J _ _ _ — — _ _ \ EXISTING CON ETE SIDEWALK
1 3 �\ TO BE REMOVED SEALS
/ — — — — EXISTING GRAVEL TO
REMOVED
�< r�
CENTER OF
\ RAILROAD TRACK
E \ \\ PREL ,JNGS
o / A \ DON *Si FO N Tk ION
o I `._ _ �
411111
E I 1 \
144
X, EXISTING CURB & GUTTER
TO REMAIN
3 \ \ \ \ \\ 1 9�� �s 10@ o'\\ \\ EXISTING CURB & GUTTER
o % \\ \\\\\\; . O — / \ > �4 \ \ TO BE REMOVED
1 j v
OCO V v V A \v v v \A A `�Bd SS \\
EXISTING WILKER I I / � J \ \ \ \ \ \ \\
� PIN 0821-03�68=0546
AVENUE TO BE \ —\ PID 10331
E CLOSED \\ \\\ / I 1 MO GAN 390 — \ \\ \ \\ \\ \ s �?03
2 EXISTING PROPERTY LINE \
x \ I 1 IDB�603 PID @ \ \\ \ -07-68-2516 ' \ l i60U PIP ) 382.99
TO BE REMOVED \ �� \ I B j1 4 PG jW) we a\ \\ 9 L e 111111
ON AVE. JAC EL "R INV. 382.98
21.75 SF \Dg 6 \ \8 \ \\ ` 3 419 \ c�� \ \
o \ \ \ I \ \ \ 62 x \ \ c \ \ INV. 382.90
o Y I PB 1 1 yA( ON AVE. \' \\
TOC 394.09 $6 \ \ \ \ Ge \ \\ `INV. IN 383.58
0) `� \ \\ \ — -WvERT 388�9 - _ �I b� SEWER �OZ �Id. �7F� \ r\ E ,506.96 \
ro �� \ \\ .,—RCP �6�LA'ld4 G 57 // LOT \ , \�. \�\\ \\\\\ /)�� I +�6� \ \\OUT (2 PIPES) 383.34
C
l \\
.(NVERI�IN 3s,/ XI I \ \ \ \ \� \ � EXISTING WALL TO BE
\ _ — — '\ \\ / / \�e \ \ REMOVED
INVERT IN 56 �8j \
\ �� \ T EMOVED x _ S /s
GRATE 391. TOC 387. \
C _S W_V. IN 38 . \
INV. IN 3 ..
INV. 0 WV.�JUT (2 P S) 3 O0 /
�a�o ���\ „HARD ss West Pettigrew
Street Deck
w EXISTING CURB & � \ `� _��`�90 - \ Is,
SSMH RIM SEALED
i TO BE REMOVED \ - —= ��\ \\ k \\ roc 387.00
INV. IN J8J.95
° EXISTING ASPHALT TO \ \ w // \\\\�� \ \ I '�9 INV. OUT (2 PIPES) 383.90
BE REMOVED \ � ` 1 � // � \�� � J \ �`\ \ `��, �� s �, 800 West Pettigrew St.
\ �- // �� \ Durham, NC 27705
\ y cq RIM 387.64
EXISTING FOUNDATION 32 I / J\ �� \ 1 ^� \ INV. IN 384.74
a TO BE REMOVED
E
EXISTING CONCRETE CCESS EASEMENT-
ETAL COLUMN
� SIDEWALK TO BE 5150 PG 149 (EXCEPTION \ �
FOR SIGN l
REMOVED S 4 — \ I SH E ( 00) J
0 SIGN EASEMENT-see DB 5150 P Y
Ln 149 (EXCEPTION 11) S 44'33� E J I\ I — _ TOC 388.42
0. \ cn INV. OUT 384.47
\ \ n
TTOM 9 Ln
o S 42'11'02" E \I �� :AATWALK043 \1 1
1I.38' l / \ CO
�� o
VIEW EASEMENT-see DBEXISTING PROPERTY \\ IMBER RET
0 5150 PG 149 LINE TO BE REMOVE
9� .: WALL oa
L6 0821-07-6�-2348 EXISTING VEGETATION EXISTING CONCRE a�
EXISTING SIGN TO -aNI�LIAM B & CAPRICE FIELDS TO BE REMOVED SLAB TO BE REMO
DB �117 PG 988
REMAIN \ EXISTING PROPERTY
lit-
L — — — �I `LINE TO BE REMOVED c, w
EXISTING TREES I EXISTINGA SPHALT
o TO BE REMOVED � V
o� 400 - —\ TO BE REMOVED r
-7 / ZI
Q EXISTING TREES TO
REMAIN
o EXISTING TIMBER
WALL TO BE ,.
n
o REMOVED ' \
N \ r
x3
c�
1 12/15/15 RESPONSE TO CITY OF DURHAM
o \ V) 1ST REVIEW COMMENTS.
J XISTING PROPERTY
A�LINE TO BE REMOVED NO: DATE DRAWING ISSUE DESCRIPTION
0
� EXISTING TREE TO BE — —
REMOVED DESIGNED BY: RB
i c
DRAWN BY: MM
1 CHECKED BY: RB
0
0
SCALE: 1"=30'-0"
L
Q
� A � DATE: 09/15/2015
\ PROJECT NO: 018997002
o a FILENAME:
0 1 �
l L R!M SEALED
___ _ SITE
EXISTING ASPHALT TO S EXISTING ASP'
HALT T DEMOLITION
BE REMOVED I BE REMOVED PLAN
I BURCH AVENUE I EXISTING CURB &
50' PUBLIC R/W GUTTER TO BE REMOVED `uH RIM SEALED
a) oc OUT 89.95 PRELIMINARY SITE
OGRAP 51C SCALE IN FEET PLAN APPLICATION
T
NORTH
m
0
200

STORM DRAINAGE NOTES: GENERAL PROJECT NOTES:
r - \ 1. THE CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY
r 1. ALL STORM DRAINAGE CONSTRUCTION, MATERIALS,AND WORKMANSHIP SHALL CONFORM TO NCDOT HIMSELF OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID.
0
STANDARDS AND SPECIFICATIONS AND THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS. IN ANY DISCREPANCY BETWEEN THE SITE AND THOSE CONDITIONS THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS AND THESE STANDARDS,THE MORE STRINGENT REPRESENTED ON THE DRAWINGS SHALL BE BROUGHT TO THE Y Y l�'
E X F O R D
% REQUIREMENT SHALL APPLY AS DETERMINED BY THE ENGINEER. ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY. SCIENCE+T E C H N O L O G Y
/ \ 2. ALL DIMENSIONS, RADII,AND NORTHING&EASTING COORDINATES ARE TO A BioMed Realty Company
\ 2. CURB INLET STRUCTURES(DENOTED AS Cl#ON PLANS)SHALL BE NCDOT STANDARDS 840.01 OR BACK OF CURB,CENTER OF STRUCTURES SUCH AS INLETS,MANHOLES,
I \ 1 \ 840.02. FRAMES AND GRATES SHALL BE U.S. FOUNDRY-MODEL NUMBERS AS SHOWN ON THE DETAIL TC.,OR END OF PIPE RUNS AS APPLICABLE UNLESS NOTED OTHERWISE.
X SIPAHLT AREA OUTSIDE OF \ SHEETS. TYPE"E,F,AND G"GRATES SHALL BE PROVIDED AS APPLICABLE. USE NEENAH FRAMES AND
F NO / \ GRATES FOR 24 INCH CURB&GUTTER. MODEL NUMBERS FOR NEENAH FRAMES AND GRATES ARE 3. ALL EXISTING UTILITIES OR STRUCTURES INDICATED ON THE DRAWINGS
' d SHOWN ON THE DETAIL SHEETS. ARE BASED ON AVAILABLE INFORMATION OF RECORD. THE CONTRACTOR
I B / EX TRACK CENTERLINE IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
3. YARD INLET STRUCTURES(DENOTED AS YI#ON PLANS)SHALL BE NCDOT STANDARDS 840.04 OR UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE
840.05 WITH CONCRETE TOP AND WIER OPENINGS ON ALL 4 SIDES. RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR
REMOVAL OF EXISTING UTILITIES AND AGREES TO BE FULLY RESPONSIBLE
4. STORM DRAINAGE MANHOLES SHALL BE PRECAST CONCRETE CONFORMING TO NCDOT STANDARD FOR ANY AND ALL DAMAGES RESULTING FROM HIS FAILURE TO LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEFORE
0821-07-58-89 �� / ��� / / / �� \ 840.52. MANHOLES SHALL ALSO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478,ASTM A-615, STARTING WORK THE CONTRACTOR SHALL CONTACT ULOCO AT 1 (800)
UKE UNIVERSITY > \ / / s \ \ AND ASTM A-185,ASTM C-990. MANHOLE CASTINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE 632-4949 TO HAVE ALL EXISTING UTILITIES LOCATED.
D 37 PG 863 / / / V A A SPECIFICATIONS.
PB 45 91 �� / `� / �rn �� 4. LOCATION AND ELEVATIONS OF IMPROVEMENTS,TO BE MET OR CROSSED
5. EXISTING CURB AND GUTTER,SIDEWALK,AND PAVEMENT TO BE REPLACED OR REPAIRED AS BY WORK,SHALL BE CONFIRMED BY FIELD MEASUREMENT,SUFFICIENTLY
\ REQUIRED TO TIE ON TO SOUND MATERIAL. AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS, IF
/ \ \ \ REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OF EXISTING stimmel
UTILITIES.
LINE WITH A V � / O \ 6. INSTALL INLET PROTECTION DEVICES IMMEDIATELY AFTER STORM DRAINAGE CONSTRUCTION IS
PERMANENT MATTING d \ ly / l \ \ COMPLETED. 5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
�p6 � c �� ���� \ \ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF LANDSCAPE ARCHITECTURE
_ A O / / �6 \\ \ CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS CIVIL ENGINEERING
7. UNDERLINE ALL RIP RAP WITH NCDOT TYPE 2 GEOTEXTILE FABRIC. AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY LAND PLANNING
O� �� /° / / / �� \\ CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND
8. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS,O-RING GASKET ASTM C 443. THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD THE 601 N.TRADE STREET,SUITE 200
i -404 - - �Ch/ OR�O / / \ \\\ OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, WINSTON-SALEM,NC 27101
z�_1� REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON P:336.723.1067 F:336.723.1069
THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER. WWW.stimmelpa.COIT1
\
o \\ \ 6. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND
�
YI #405 i - - Q� V - / 0 .0,p� S� / / / � \ APPROVALS HAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES
4 - \ i - Cep I �\ \ \\ BEFORE BEGINNING WORK ON THE PROJECT. SEALS NCBEES CERT.NO.:C-1347
0 / - a
SDMH 404 // � - 7- - \ � � �S� / 9� � � /� / / s VA\ \\
# _ _ _ _ _ \ i Q \ \ \ \ 7. ALL CONSTRUCTION, MATERIALS,AND WORKMANSHIP SHALL CONFORM TO CA
i 0 \ \ - _ - - - - '� / / �0 \ \ \ NCDOT STANDARDS AND SPECIFICATIONS, DURHAM STANDARDS AND .`� '�N R6,
Cl #403 /j \ S - - - - - - _ _ - - - _ - _ - �1J,�9 �3gg__�� / ST �� / // \\� \\\ SPECIFICATION. IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS �`�0�• �SS%0,�1,';
- - - __ - °� / ` / \ \\ \ AND THESE STANDARDS,THE MORE STRINGENT REQUIREMENT SHALL
- - - - - - -- ---- - __ _ 397= fie 6-395 394�� O \�\\\ EXISTING R R.O.W. SSMH #100 APPLY AS DETERMINED BY THE ENGINEER. PRFLIINY CA�VINGS
- - - - - - - - - - - - - - - - - - _ - - - �� - C3, C W. PETTIGRE DO ;USE�Ik9ONS: l3CTION
--r - - - - - -- - - - - '9 � � \ C L INV = 384.58 1
396 - - r - - - - - - - - - - ti� s -�- STREET R.O.W. DURHAM STANDARD NOTES:AP 4�
12" HDPE ROOF -HEADER: ��ti� \ " �' ` �H Ex UNDERGROUND DETENTION VAULT ,`°°••'N .`
RIP RAP- - _ 5 \ f } P g p P Y �l' Y GII.....* "
RUNOFF FROM PARKING DECK TO 2 1. Tree Protection Note Ua(7 Sec.B.3: Tree protection fencing must be in lace prior to an demolition,land disturbance,or q° °°• Q`
/ - °� 3 IN IN 384.65 EX. CENTER of I.D. 55'(L) X 20'(W) X 6'(H) Issuance of a radio permit and shall Include warning signs posted in both English and Spanish, as follows: "NoL.•H� •`�
/ ( }► DISSIPATOR DISCHARGE TO BIORETENTION \ RAILROAD TRACK grading p 9 g 9 p
50 �� PROVIDE 2- 3'X3' BILCO DOORS rrnru�r
' .,D � \ � � \ TrespassinglTree Protection ArealProhibido EntrarlZona Protect©ra Para los,'�boles-"
SSMH EX RIM 396.23 C1 02 / �� - 39g- - �°� - s\ 2. Root Protection Zone(Ud4 Sec.&3}:Equals one foot of radius for every inch of diameter of existing trees,or six foot radius:
INV 388.93 SO - _ _ w s\ SAND FILTER: whichever is greater. No disturbance allowed within this area. Area must be protected with bath tree protection fencing and
IORE
S7M `ION PRECAST CONCRETE STRUCTURE WITH TOP warningsigns-
V - - - _�O _ - �\ SLAB AT SURFACE GRADE TO MEET H-20
TRAFFIC LOADING. PROVIDE CONTINUOUS ROW
\ CONCRETE �) _ - \�� OF GRATES IN TOP SLAB AND 2 BILCO
\ FLUME f _ _ - - - _ \ �� DOORS.
SSMH #10�� �A 5 J\ �� - - - - / - - - - - S - - - - _ ��<�6B \ \ �s� V I.D. 80'(L) X 20'(W) X 7'(H) 3. Sanitary sewer easements:
RIM = 39 6.C �-39 S\ \ _ ,1 - 39 J 1 1 \ City.See Public Works Standard Notes,below.
63S0 1 / N-0 0 ` `\ Cl Coun -Centerline of foot wide County of Durham Sanitary Sewer Easement Subject to terms stated in the declaration in
C1,
s T C 390.04 Real Estate Book 1626,page 145.No structures,fill,embankments,trees or obstructions permitted within the easement except
\\ \ - - �/ �V INV IN - 83.58 (JB #200) according tothoseterns.
�� �� \ INV OUT = 3.34 4. City Starrn drainage easements:See Public NorksStandard Notes,helow-
S\ \ YI 401 j i \ \ �91 cP�\ 38� `�\ \\ Ex RIM 387.49
#I County Storm or private drainage easements:Centerline of foot wide drainage easement for the benefit of adjacent
\ - _ i \ I �G"\ INV IN 383.08 property owners not maintained by public authorities No buildings, structures. fills, embankments or obstructions permitted
I INV. OUT(2 PIPES) 382.99 within the easement except according'ta those terms.
° V v , g2 � I �� A �°c�c,P
SDMH�j.#400� / � � � `s90 - 5. Fire note to he included an utility plan sheet:Prvvld e Fire Plans Examiner one copy 4F utility cranstrucflgn dirawings,showing
\ \ \ ` \ �� Q- \\ underground piping layout and all fire appurtenances. Permit for installation of private fire hydrant(s)must be issued by Fire
G� �(v �9 �\ \ / \ 00 V `� ` P EX TOC 387.24
G Plans Examiner priorto installation of said hydrants.
0 9 / DOO r 12" HDPE ROOF HEADER: �A �� `L \ �� INV. IN 383.58
/ RUNOFF FROM PARKING DECK TO `�9� V A `�A ��'�. A 2�� �� INV. OUT (2 PIPES) 383.34 6. ForGauailySallmd En tloit4:4nhil:
Ex TOP of s Ae 393-9 \ V DISCHARGEJO SAND FILTER / V A a] Atalan wr�Juslui aontrd plan met be �[d opprd pdcf k,the L�urxx of a keelhabe pemll.
INVERT IN 388-96 6 p ��` ` \ 2XEX 18" RCP
NVERT OUT A 383.03
INV
\ �] Irarsrl sfalar hnlaw sl!L�Is Itllaed,then the 61u6ed ance.tartlte stralbrfratr s&muO M hclydee in theme
D / v pal mW�t ups tie sspoUmirm akairea�f�a a�psm�
389, �\ ,393/ A A ;�� \V`� REPAIR/REPLACE EXISTING STORM STRUCTURE 7
\ , /Q ) The nd a .RiorNGRLA- ure SNIat"&I �d IQ
TO ACCOMODATE 2-36' DIA. PIPES FROM tm T �- � GO d PW
WfumM UM rop qp" ID West Pettigrew
i \SDMH#202
lrrinr io-v�i1�IGRp ran (� upon Ptrr �'�d Pam- Thy��of r,�rr; is
EX TOC 387.24
-388- _ 3a9- �� / Q- O laxp�d�Naigrrift en It" rr I mid _erm ere�p =Wprii a V =V' IM " i
INV_ IN 383-58
- _ Q / �� INV. OUT (2 PIPES) 383.34 street Deck
SDMH 206 v 389- == 387 � ���$,�S� g5=�� � �, / � O �. � ♦ � �\� �a� � � ��x3' �. k��ars,Ord h+�i�R �.
RIM = 395.00 v ��s \ S V - - - �86 386-�� 0 / oc`387.
m 8. The daeptip Pfnfeesiorrd t�:till IICPL6 NCIt1X- oral er�mt am(1)art of brit#aN+ig� fhrr
V V A S IN 38�. �
, ` \�
INV IN = 387.50 (EX. JB) \ \ \ \� \ ^D°� ( � cb - O h0 a / / - N Publ�Wake G#arkrien, -Dere�mert Rview 1Dr review end apprunt As-uH druM g wpm el is ee�ri�d proriow�
INV OUT = 387.40
3B �°D ^D" / I UT (2 T EST 3 \0 a eI irerhr�n zdbr mnbrr$Q sw&e oarr�an aid prirato i�o oFa r of
\ \ 10 $ _
`1�pc�(�� �� D v - - �7 �O / \ \V ° 9. Fk*slow wd&n&rrx7ti ed br m-aw drw ea irk or to aotetriclivf5 dmrN Wroval µto To*MWula WI
iestor�obWnmffnffd fieonfoe irhmn b#dah o�
SS #102 � � v�� , � � �� � 800 West Pettigrew St.
/ / v 10. E a nor Z'or later�prpad,omW r 14karaw,Purit at 5 M1 P&is trr cm aliu;&m of ft melsr vault I
\ o \ \ \ RI = 398.5 i Q,
\ 1 EX SSMH EX RIM vffrl,the4WNWdirriensk arlhrr„eler Durham, NC 27705
B c { SEALED
0 ASBUILT INV 384.38 ll.hWupenil.requiedaim- ;dnmkgapprormlerdproklr � �r�i�dion.
0� I - NO. 542 SHEET F-45
� Water easement Hate:
« EX TOC 387.00
\
\ �` - - �3 9\ / \\ � \\ \ � ✓ 12' Centerline of fast wide City of Durham Water Easement.Subject to terms stated in the Declaration in Real Estate Book
0� `� � NV. IN 383.95
� � ��' 1510,page 959-No structures,fill,embankments,trees or obstructiorks P g
permitted within the easement except according to those
INV. OUT (2 PIPES) 383.90
�� � � 3g term.
�
SSMH #W 1 nj°� w Sanitary sewer easement note:
Centerline of foot wide City of Durham Sanitary Sewer Easement. Subject to terms stated in the Declaration in Real
\ d, EX RIM 387-64
�
\ # _ _ _ _ _ _ _ - - B I NV. oUT 384.59 astate Book 1510 page 958. No structures,fill, embankments,trees or obstructions permitted within the easement exempt
�� � � \� SS SS � � /� � DM 2 \ \ I INV. IN 384.74 ccordingtotho-seterms-
\ -RIm- as p- 13. For Developments within the Neuse River Basin(Payment,if required,to be dEtermined during site plan review):
Ex SIGN AccEss
\ METAL \\ A - \ INV IN = 384.85 YI 03 SDMH #300 ` B I a `A site plan cannot be approved until a receipt from the North Carolina Ecosystem Enhancement Program has been
- v v
\ \ \ C MN FOR_ _ _ _ _ _ _ ���\� -e_ _ ) _ _ _ _ INV OUT - 384.7 Jo I received by the City of Durham confirming the payment of$X. 3(in offset fees.`
EASEMENT-see DB 5150 PG
'� I) \ i' 14. For Developments required to have a stormwater BMP facility:
1 49 (EXCEPTION 1 1) V A � � `I
\ \ - / "Final design calculations for the stormwater BMP facility will require the use of storage indication routing methodology
EX \ \ \ 4 such as TR-20 or HEC-1 mo+lels. For the BMP facility: provide stage-storage relationship and inflow and outflow
PG S49 (EXCEPTION see DB 51 50 ---\\-� ��r _ \ \ \ - _ _ \ ' / - _ _ i. - _ \ \ - \ - - - - - - - - - - - - Ia 31 38 I EX TOUT3884.47 wedrrAnholsas appropriate,ll tabulated data including calculators showing the outlet under orifice control,barrel control and
Provide
) / Q to show how the routin was developed.'
SDMH #204 9� _ / ` TW. 398.0 / \ E, V A _395 \
RIM = 398.28 \ E / BW: 398.0 -399 1 \ - - \ \�9 �9�\I� - IM M #201 15. Far Developments required to have a stormwater BMP facility:
INV IN = 386.55 (SDMH #206) \ `/ 20 / A I �R M 393.00 An executed stormwater facility operation and maintenance permit agreement(prepared by 5tonnwater Services,
INV IN = 389.45 (YI #205) \ J / / I City of Durham),payment of stormwater facility permit fee per BMP facility and perpetual surety for the continued
EX VIEW EASEMENT-se -1 - \ I II�V D 38 84. (S H #202) o ration and maintenance Is required prior lana oval"
INV OUT = 386.45 398- - TW: 399.0 TW: 394.0 � Pe facility q P P approval-"
� V INV UT = 84.35
D B 5150 PG 149 \ �9 I I ` BW: 397.5 BW: 393.5 \ I �II ii. `An as-built certification for the stormwater BMP(s),provided by the design engineer,is required.The as-built shall be
d \\ \ submitted per the Reference Guide for Development,approved by the stormwater Services Division and the BMP(s)
YI #207
0821-07-68-2348 ( I shall be inspected and approved by the Stonmwater Services Division prior to issuance of any certificates of
W LIAM B & CAPRICE FIELDS SITE \\ 3gS I I� occupancyor certificates ofcompliancefortheproject-'
-398 DB�117 PG 988 RETAINING o �I
16. Far Developments required to have a stormwater BMP faeilily:
399 WALL YI 203 \ I\ I "A completed City of Durham Design Summary is required for each stormwater BMP facility no later than at the first
construction drawing submittal-"
TREE PROTECTION RIM = 393.00 1 �� I \I I 17. For Developments required to have a stormwater BMP facility:
INV IN = 385.50 (SDMH #204)
FENCE, TYP I "stormwater BMP facility design calculations will not be reviewed or approved with the Site Plan)Preliminary Plat
400 - - INV OUT = 385.40 Ln I �I III 39p submittal.All stormwater BMP facility designs will be reviewed and approved during the construction drawing submittal
77 I r0 I process.-
i
I -401 I , I �I II I 18.Sturmwater Drainage Easement Note JWidth determined at construction drawings):
"Centerline of foot wide public storm water drainage easement.Ownership of and responsibility for improvement
and maintenance of storm water facilities in this easement remains with the current owner-If the property is within or
STEEL - , becomes a art of the CI the easement and access points to the easement are subject t9 the terms and restrictions
�i1 p ty. 1 RESPONSE TO CITY OF DURHAM
1 12/15/15
t7 � y ��� H-PILE ��^ '1�1�1.����� \ 39 / I I I stated in the"Revised Declaration of Rights and Privileges ofthe City of Durham In Storm Water Management Facility 1ST REVIEW COMMENTS.
/��� 13' 1 1 6 / I \III Easements"recorded in Real Estate Book 2298,Page 203,which do-cument is incorNrated herein.-this easement and
NOTE; l NO: DATE DRAWING ISSUE DESCRIPTION
�N _- - _ the Revised Dedication do not create the obligation to- provide public maintenance. No building, structures, fills..N�? 1. A 26 FOOT STORM DRAINAGE EASEMENT IS CURRENTLY - __ - - - - - - II 10 embankments or obstructions permitted within the easement except according to those terms."
/� W SHOWN OVER THE PROPOSED 54 INCH DIAMETER )
0 19. [mcd NI BY-PASS LINE EVEN THOUGH THE TRENCH DEPTH \ / ��6 III - I die end#sierel ermil auffrriz n be utred tForrrthe�HNRend ttre Lid. of rreere
EXISTING PUBLIC SID prior th to DESIGNED BY: BG/LA
G N d J BETWEEN SDMH 204 AND YI 203 IS 13 FEET. THE DESIGN ) PERMANENT CHANNEL \ j 392 I P P
�� � INTENT IS TO UTILIZE TRENCH BOXES TO MAINTAIN THE \ D=1 2" \ \ I I and Is&*ce�te� w l�fd�hrr r9a h r e rtly Irk,trrt�rVarerr} t rad�1 YwsGtr DRAWN BY: LA
O _ 0 STORM LINE AND NOT TO LAYBACK THE TRENCH SLOPES. J _ \ Y \I endt9e► anlwdard ' CHECKED BY: KH
(� MAINTENANCE _ THE PROPOSED RETAINING WALL FOOTER WILL EXTEND W_=2 I
TRENCH - x BELOW THE BOTTOM OF THE PROPOSED STORM LINE TO ) S-3.1 \ I I SCALE: 1"=30'-0"
Q r PREVENT UNDERMINING DURING MAINTENANCE. \ LINE WITH A o
\ \ I DATE: 09/15/2015
_ J PERMANENT MATTING \ 393-
l 48" RCP _ 7't I 39 X PROJECT NO: 018997002
r / , 39 \\ I FILENAME:
z
/ I PIN 0821-07-68-4321 F9
/ _NO WORK BEYOND p IB�g36c V
PROPERTY LINE oe PO 41 s PB l GRADING,
- PB 99 PG 81 E.
604 BURCH AVE. � �
LOT AREA 15,704.66 SF Ca DRAINAGE AND
y T� 395.3 I I� c
X SSMH EX RIM UTILITY PLAN
T - - - /� - EALE
BOTTOM OF RETAINING WALL l
W II 30 0 30 60 90 PRELIMINARY SITE
/ TO
STORM PLAN APPLICATION
DRAINAGE A TO ALLOW
\
lEXTENDBELOWPROPOSED
C FOR MAINTENANCE I BURCH \- CLOSE E�CI � G
MAINTENANCE TRENCH AT WALL SECTION A-A ) AVENUE CURB CUT �� SE LE EX RIM
SEALED C400
r North
\ � SCALE: NITSSCALE: 1" 30'
�- �������� --- ---- - � =
0

1-3 WAY FHYD II Notes GENERAL PROJECT NOTES:
2-6" GV & BOX A.Lttility h1ainlire Cons-runon permit is required prior to the instafation of each utility.WI utilities shall submit plan drawings and 1. THE CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY
1-6"X6" HYD TEE ` applicationsio the City Emqir-,_-erinq Duvisian_ HIMSELF OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID.
1-6" PLUG Stater service abandanmeRE: ANY DISCREPANCY BETWEEN THE SITE AND THOSE CONDITIONS
` Abandonment of water services shall nclude excavating dawn to corporation s?cp,turning a off and cutting service line free irom REPRESENTED ON THE DRAWINGS SHALL BE BROUGHT TO THE W E X F O R D
X SPAHLT AREA OUTSIDE OF corporation stop The meter,if present,shall be reovmed to City of Durham.Prior ur any credit or refund being procesed the ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY.
F NC meter must be returned to Waiver Management Department and the meter number verified and coded properly as reaurned.Utility SCIENCE+T E C H N O L O G Y
�y Service Abandrorments will take place prior to beginning utility construetion work for a project. Amy excavation as part of
EX TRACK CENTERLINE 2. ALL DIMENSIONS, RADII,AND NORTHING&FASTING COORDINATES ARE TO
abandoning utilities will require'backfilling per City of Durham standards. BACK OF CURB,CENTER OF STRUCTURES SUCH AS INLETS,MANHOLES, A BioMed Realty Company
\` \ SanitarT sewer service abandonment: TC.,OR END OF PIPE RUNS AS APPLICABLE UNLESS NOTED OTHERWISE.
ill D STIC METER & Abandonment of sanitary sex"service lines shall consist of ewavatng dowry to the service conneetian to the man,cutting this
BACKFLO PREVENTER \` ccnn€--tion and nstaling a watertight plug in the main.The service line and all clean-Gut risers on the service line shall be 3. ALL EXISTING UTILITIES OR STRUCTURES INDICATED ON THE DRAWINGS
removed.Utility Service Abandonments will take place priorto beginning utility construction work for a project.Any excavation as ARE BASED ON AVAILABLE INFORMATION OF RECORD. THE CONTRACTOR
` part of abandoning utilities will rewire lbackfilling per Ciy of Durham standards. IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE
0821-07-58-89 ♦ UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF
UKE UNIVERSITY > RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE
D 37 PG 863 Stater,sanitary sewer and stormsevrerseparatiannotes:
PB 45 91 ` 1. Horizomal and Vertical Separation RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR
' ` REMOVAL OF EXISTING UTILITIES AND AGREES TO BE FULLY RESPONSIBLE
6" DI fE San tarySewers shall be laid at least 1{}deet hot zoniallyfrom any e�sisting ar proposed water main_The distance shall be FOR ANY AND ALL DAMAGES RESULTING FROM HIS FAILURE TO LOCATE
WATER LINE measured edge to edge.In cases where it is rot practical to maintain a 10-foot separation;the City of Durham may allow AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BEFORE
' EXTENSION ` deviatgn on a ease-by-case basis,if supported by data from the design engineer.Such deviation on may allow the
installation of the sanity sewer closer to a water main; provided that the water main is in a separate trench or on an STARTING WORK THE CONTRACTOR SHALL CONTACT ULOCO AT 1 (800)
0821-07-58-8961 �' � `� sanitary p �
DUKE UNIVERSITY ` undsturbed earth shelf located on are side of the sanitary sewer and a:an elevation spa the bottom of the water main is a' 632-4949 TO HAVE ALL EXISTING UTILITIES LOCATED.
DB 437 PG 863 least l8-irchesabcve the top of the sewer.
�X� � ly \ 4. LOCATION AND ELEVATIONS OF IMPROVEMENTS,TO BE MET OR CROSSED
PB 45 PG 91 �XX �� l`� 3. if it is irlossble to obtain proper horizontal and vertical separation as described above or anytime the sanitary newer is BY WORK,SHALL BE CONFIRMED BY FIELD MEASUREMENT,SUFFICIENTLY
G y� over the water main,both the water main and sanilery sewer must be eonstruced of ferrous pope complying with the
AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLANS, IF
public water supply design standards and be pressuretested to 154-psi to assure water tightrtess before backfilling.
1 X Q n REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OF EXISTING
SDMH #404 \ ND 6" WATERLINE C. A24-inch vertical separation shall be provided between storm sewer and sanitarysewerlinesorferrous.pipe specified.A UTILITIES.
1 -inch vertical saparaponi shall be pro+rirted between storm sewer anrd water ma ins. stimmel
1. If a 12-inch Vertical separation is not maintained at a crossing between storm sewer and water mains for pnerzure 5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
sewetsl.THe water main shall be constructed of ferrous porpe and a ooncrete collar shall be poured around water RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
TIE PROPOSED 1" DIA. '� yys QG � LANDSCAPE ARCHITECTURE
DOMESTIC WATER TO Q) mains and storm sewer to immabi III the crossing. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
� CIVIL ENGINEERING
EXISTING WATERLINE
1" WATER '� 2- Crossings AND PROPERTY AND THAT THIS REQUIREMENT SHALL APPLY
/ � A ♦
SERVICE .5
SERVICING THE r�4J O,o � °�� k Sanitary Sewer crossing water mains stroll he laid to provide a minimum vertical distance of lb-nsdnes between the outside CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND LAND PLANNING
ADJOINING BUILDING OS � ���' ` of the water main and the outside of the sanitary air_The crossing shall be arranged so that 1Fre san THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD THE
itary sewer joints will 601 N.TRADE STREET,SUITE 200
,O ,
EX. SANITARY SEWE ANHOLE beeyui+�stant and asfaraspas�ble from thewdermanpin�s. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY WI NSTON-SALEM,NC 27101
OCR \ PROVIDE A WATERTIGH EAL 9, VOw It is impassible to obtain proper horizontal and vertical separation as rdpulaed afooVe,one of the following methods REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON
��--� OS O,c TO PREVIOUS SAN. OUT L must bes �.
THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE P:336.723.1067 F:336.723.1069
PLUG EX. 1 I NEGLIGENCE OF THE OWNER OR THE ENGINEER.
'0-- � / A �0 �� ♦ (NP') 1. The sanitary sewer shall be designed and constructed of ferrous pipe and shall be pressure tested at 1`,0psi to assure WW W.StI m met pa.COm
WATER MAIN, (Q CI #403� - - - YI #40 �OA O S� �y watertightness prior to baekfilling,or 6. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND
SEE NOTE 3 ���� 'c e ` sanitary y per,which extends 10feeton APPROVALS HAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES
OS, � OG �. Either the water main or the sanity sewer line may be encased in a Ovate tit starrier
24 CURB \ �� F� SST ti0 T I EXISTING both sides of tfxe crc�ifg,measured perp�rdicular to the wuater man.The carrier pipe shall be of materials approved by BEFORE BEGINNING WORK ON THE PROJECT. SEALS
AND GUTTER � T F � ` the Cityof Durham far use in wa€er man construction. NCBEES CERT.NO.:C-1347
Ci OG 'A9 �'� W. PETTIGRE 7. ALL CONSTRUCTION, MATERIALS,AND WORKMANSHIP SHALL CONFORM TO yrrrrrrrry
\ I - 12" DIAMETER O ti T C/r 9Xti STREET R.O.W. # NCDOT STANDARDS AND SPECIFICATIONS, DURHAM STANDARDS AND �``��,` CAR "4,,,
�' � SSMH 100
4j ROOF LEADER < .1 �� �I .` � ... O �,
♦ / PLUG EX. MM p p SPECIFICATION. IN THE EVENT OF A CONFLICT BETWEEN THE DRAWINGS �/ 11
MIT EX INV 3s4.59f �•••°Ess'i•••
�� ♦ PROVIDE RIP-RAP PLUNGE '� 5 WATER MAIN, AND THESE STANDARDS,THE MORE STRINGENT REQUIREMENT SHALL �.•°F O°•°.y
/ J► ♦♦ POOL AT OUTFACE FROM IN IN 384.65 EX.
TRACK
' SEE NOTE 3 Ex. CENTER of APPLY AS DETERMINED BY THE ENGINEER.
♦ PR
12" ROOF HEADER.
EX GAVINGS
EX SSMH EX RIM 396.23 / ♦ ` SHEET NOTES: DO 190 ;USERI9ONS; t3CTION
EX INV 388.93 ♦ ` TS&V " 1. EXISTING UTILITIES WITHIN THE SITE AND WILKERSON AVENUE(TO BE
♦♦ _ / TS&V DEMAPPED)SHALL BE REMOVED AND/OR REROUTED AS NECESSARY. �G'•.°/�
_ \ I \Y✓ \ ` CONTRACTOR SHALL COORINATE WITH UTILITY SERVICE PROVIDERS TO �'.y9 ••C•'•.N ''°�P�•`�
EX. SANITARY SEWER MANHOLE RELOCATE AND REROUTE UTILITIES THAT ARE TO REMAIN IN SERVICE.
PROVIDE A WATERTIGHT SEAL I \ n
O� S v ` 2. EXISTING OVERHEAD UTILITIES AND ASSOCIATED UTILITY POLES SHALL BE
TO PREVIOUS SAN. OUTLET \ l v
S `(TYP.) EXISTING REMOVED.CONTRACTOR SHALL COORDINATE WITH UTILITY SERVICE TO
S \\ s�F v j 39�r \
( •S RELOCATION OF ANY OVERHEAD UTILITIES OR POLES FOR LINES TO
SSMH #104 \\ \\ L�� O �� � UTILITIES REMAIN IN SERVICE.
RIM 0.00
3/4" METER AND ��
= \ \ S �
�� 3. EXISTING GAS MAIN IN WILKERSON AVENUE SHALL BE REMOVED.
\ \ < BACKFLOW PREVENTOR �P 8'. CONTRACTOR SHALL COORDINATE WITH GAS SERVICE PROVIDER TO
CI #402 IN AN ABOVE GROUND ��
\ \ 1HOT BOX EX RIM 387.49 RELOCATE OF ANY GAS SERVICES TO BE REMAIN IN SERVICE.
SS \V A YI #401 `� NV. IN 383.08
FI INV. OUT(2 PIPES) 382.99 4. CONTRACTOR SHALL COORDINATE AND MAINTAIN ALL EXISTING UTILITY
O S\ SERVICES TO ADJACENT PROPERTIES. EXISTING SERVICE LINES WITH
` SEE NOTES THIS Q PROPOSED DEVELOPMENT SHALL BE RE-ROUTED ACCORDINGLY.
SDMH #400 J cc Q �A l
"\ SHEET REGARDING
` �� � �� �Q EX TOO
/ \ J FDC AND STANDPIPE ` \ 6 R 6I NV. IN 383. 5. STANDPIPE SERVICE MEETING THE REQUIREMENTS OF SECTION 905 OF
/ \ ( FOR PARKING DECK. ��" \ 4 ��26� EXISTING NV. ouT (2 PIPEs) -fAE4NC FIRE CODE IS REQUIRED FOR PARKING DECK.
EX TOP OF SLAB 393.96 a„1 PILITIE \
INVERT IN 388.96 \ \ NV X3 3.03 6. ALL FIRE DEPARTMENT CONNECTIONS SERVING STANDPIPE SYSTEMS J
\ 1-3 WAY FHYD
1-6" GV & BOX / / tiG J EX. SDMH MUST BE PROVIDED WITH 5 INCH DIAMETER STORZ CONNECTIONS OF THE
\ \ 1-6"X6" HYD TEE / ` �� LOCKABLE TYPE,AS REQUIRED UNDER NC FIRE CODE 2012 SECTION 1
-PLUG I / !`�/v rT` }� ` c 912.3.1. PLEASE CONTACT FIRE PREVENTION AT(919)-560 4233 EXT 19240 J
\ REGARDING PROCUREMENT INFORMATION FOR LOCKABLE CAPS.
h / rr `� EX TOO 38724
SDMH #206 INv. IN 3a3.ea
EX. CI `� INv. OUT (z PIPES) 383.34
oC`387.5Q
N 38�..51 `�
OUT (2 PIPES) 3 0 X West Pettigrew
Street Deck
r7�
EX SSMH EX RIM
SEALED
\ \ \ \ NOB 5 T INV ET .38
-
��� V \ SSMH #102 No 542 SHEET R-45
EX TOC 387.00
F NV. IN 383.95
INV. OUT (2 PIPES) 383.90 800 West Pettigrew St.
Durham NC 27705
\ \ SS SS SS SS DETENTION
�_ I EX RIM 387.64
VA LT 20'X55' INV. IN 384.74
\ \ / INV. OUT 384.59
- - - - - - - - - - - - - - -
SSMFI-#TOT - - - - - - - - -
METAL
EX SIGN ACCESS \\ C�y_MN FOR- E- - -��` - J� SDMH
EASEMENT-see DB 5150 PG - - - - - - - - - - - - - - - - - - - -
1 49 (EXCEPTION 1 1) �� �• I 2
r
EX SIGN EASEMENT-see DB 5150 -------J' X DM 4
PG 149 (EXCEPTION 1 1) � -jR E �Q
f _ EX TOO 388.42
�0 - 7 i 71 D jd m I OUT 384.47
zc�� SDMH #20130
_j rrl SD C
EX VIEW EASEMENT-se " bj CLASS A RIP RAP �♦
DB 5150 PG 149 z_ ALONG SOUTH SIDE 12" NYLOPLAST ��u ♦ f � I
IJ OF RETAINING WALL ♦ I I
0821-07-68-2348 INLINE DRAIN + I ' � II
YARD INLET WILUAM B & CAPRICE FIELDS (NP) I 1
(TYP.) o DB 2117 PG 988 ' I�
G a-
I
���
0821-07-6a-2348 I I II II II
-� WILLIAM B & CAPRICE FIELDS
DB 2117 PG 988
-7- - III
���'�� _ � � III III ► II
NlZ -� � II II
o � Ii
71 I EXISTING PUBLIC SIDEWALK 1 12/15/15 RESPONSE TO CITY OF DURHAM
'9 � I 1ST REVIEW COMMENTS.
0< A ' I NO: DATE DRAWING ISSUE DESCRIPTION
�Q m
' II DESIGNED BY: BG/LA
DRAWN BY: LA
'I••'I-h' CHECKED BY: KH
PIN 0821-07-68-4321
SCALE: 1"=30'-0"
PID 103305
PEAPLA LLC �Y-SIX DATE: 09/15/2015
DB 2536 PG 419 _
PB 99 PG 81
604 BURGH AVE. _ I� PROJECT NO: 018997002
LU
LOT AREA 15,704.66 SF --- , � W FILENAME:
'LU TR 395.3 '
�®
P X SSMH EX RIM
PRO ERT LI E rr PALE
r
- �-- Uj UTILITY PLAN
BURCH
CLOSE EXI ��VG
AVENUE CURB CUT EX SS EX RIM
SEALED
30 0 30 60 90 PRELIMINARY SITE
--- - PLAN APPLICATION
EX TOC 396.55
INV. OUT 389.95
North SCALE: 1 - 30
C401
0

�
PLANT SCHEDULE A, � wExFORD
SCIENCE+TECHNOLOGY
Trees
2 A RbMed Realty Company
CODE Count COMMON-NAME BOTANICAL-NAME CALIPER HEIGHT SPREAD SPACING COMMENTS
11-ALE > ALE 11 'Allee' Lacebark Elm Ulmus parvifolia 'Allee' 2.5-3" 12-14' ----- ----- Min. 6' 1 Branch Ht., BB, Specimen
GIRT 7 'September' Goldenrain Tree Koelreuteria paniculata 'September' 2.5" 12-14' ---- ---- Min. 6' 1 Branch Ht., BB, Specimen \
TM 12 Trident Maple Acer buergeranum 2.5" 10-12' ---- ---- Min. 6' ht. Branch Ht., BB, Specimen J
0821-07-58-89 ` \ ' ( ZEL 24 'Green Vase' Japanese Zelkova Zelkova serrata 'Green Vase' 2.5-3" 12-14' ---- ---- Min. 6' ht. Branch Ht., BB, Specimen
UKE UNIVERSITY
D 37 PG 863 `� Shrubs
PB 45 91 CODE Count BOTANICAL-NAME COMMON-NAME CALIPER HEIGHT SPREAD SPACING COMMENTS
ALR 38 Abelia grandiflora 'Little Richard' 'Little Richard'Abelia ---- 18-24" 18-24" 3.5' o.c. Container, White Flowers
\ r CH 59 Ilex crenata 'Compacta' 'Compacts' Holly ---- 18-24" 18-24" 4' o.c. Container 1
CT 48 Iberis sermpervirens ' Snowflake 'Snowflake' Candytuft ---- 9-12" 6-9" 2.5' o.c. Container
DYH 42 Ilex vomitoria 'Bordeaux' 'Bordeaux' Dwarf Yaupon ---- 18" Min. 18-24" 4' o.c. Container
GMS 38 Spiraea japonica 'Gold Mound' 'Gold Mound' Spiraea 18" Min. 15-18" 4' o.c. Container
Q \Q IH 83 Raphiolepis umbellata 'Eleanor Tabor' 'Eleanor Tabor' Indian Hawthorne ---- 18" Min. 18-24" 3'o.c. Container, Pink Flowers stimmel
LAWN QQ-; Q- OQ \ - A STREET TREE REQUIREMENT(340 LF±STREET FRONTAGE) RBL 50 Loropetalum chinensis v. rubrum 'Ruby' Ruby' Loropetalum ---- 18" Min. 12-18" 4' o.c. Container
PROVIDED: 11 CANOPY 11 CANOPY TREES TREES
30'O.C.) ROP 34 Rosmarinus officinalis 'Prostratus' 'Prostrate' Rosemary ---- 6" Min. 15-18" 2.5' o.c. Container
1
SIB 106 Ilex glabra 'Shamrock' 'Shamrock' Inkberry ---- 18" Min. 18-24" 3' o.c. Container LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
NOTE: REVISIONS TO INFORMATION IN PLANT SCHEDULE HAVE BEEN HIGHLIGHTED WITH GRAY BACKGROUND LAND PLANNING
0-
601 N.TRADE STREET,SUITE 200
( N A O6, \ WIN STON-SALEM,NC 27101
EGA FOC P:336.723.1067 F:336.723.1069
OS �0.� `� `�\ www.stimmelpa.com
F
GSFO ���ST e0� SEALS'Lp p EXISTING R R.O.W.
T��O W. PETTIGRE�0& ,,,� CARO --.
STREET R.O.W. °z
° °
\ \
I� � '�� ° PRE IN CAVVINGS
DO � ��SE Ol�fi 13CTION
LAWN
NOTE: SEE SITE PLAN FOR
\ I PLANTING ^ \ �. ALOCATION
3 \ � .O w OCATIONTAL FENCE
\ BED LIMITS,
. M.
\ I LAWN \ �
� TYP. ���
\ p \ \�� PLANTING BED LIMITS, TYP. STREET
� � s
s
�� E REQUIREMENT(165 LF±STREET
9-GMS SS\V \ 631 SF FRONTAGE)LANDSCAPE AREA ��li `�� REQUIRED: 6 CANOPY TREES (SPACED 30'O.C.)
A�' \ PROVIDED: 6 CANOPY TREES
V v LAWN V ; NOTE: UTILITY EASEMENT EXISTS IN STREET
� FRONTAGE
UTILITY s�. A 1-TM 11 \\ \ �� z���
EASEMENT `� v 6-ALR 5-RBL T O � VEHICULAR USE PERIMETER LANDSCAPING (150 LF±STREET FRONTAGE)
i
323 SF LANDSCAPE AREA 450 SF LANDSCAPE ��� `� A ��O��O =p REQUIRED: 50 SHRUBS (SPACED T O.C.); 6 SF/1 LF OF STREET FRONTAGE= 900 SF±OF LANDSCAPED
1 GRT AREA �l 4111 / ��� Al AREA
8-ROP PROVIDED: 50 SHRUBS& 1,300 SF±OF LANDSCAPED AREA
C 9-IH 290 SF LAN D
DSCAPE _ \ \`
1-ZEL 10-GMS MULCH BETWEEN
CURB AND DECK AREA y. A
7-DYH
UTILITY TYP. V A
-ALR EASEMENT LM.
l 214 SF LANDSCAPE 1
\ AREA 46-SIB
13
UTILITY 1-TM 5-ZEL / Q UTILITY
3-ALR 4768 SF LANDSCAPE 0 4-ALR C7 PLAN G BED' EASEMENT \
EASEMENT LAWN AREAS Q� LIMITS, T --27 1 120 SF LANDSCAPE 7-IH �`� � A West Pettigrew
CNOTE: 50' HATCHED RADIUS 32 DBH v
DEMONSTRATES COVERAGE
\ AREA �7-IH \
� � � ���� � - � Street Deck
FROM TREE TRUNK, TYP. 5-DYH �
1-TM - 1-G
11-IH GIRT o 4 ALR Q `'
�.
MULCH � \
7-CH UT ITY TYP. j v ` -��-��- --•��1 800 West Pettigrew St.
��/� 1-TM SE IN 10-CT 1-TM ` LAWN
\ NOTE: 50' HATCHED RADIUS
- �� �� ♦I LA DEMONSTRATES COVERAGE Durham, NC 277055
EXISTING FENCE TO REMAIN 1-ZEL o 0 0 - o 7-CT 21
11- 1 T o 0 0 17-CT
s� FROM TREE TRUNK, TYP.
RBL � �
O 8-CH 13-DYH - - 3-ROP �
16-RBL • o 0 0 0 0�0 7 CT „ LAWN --
-- --
EX SIGN ACCESS �, �CTA` 3 1-GRT_ MULCH, TYP. ' . �
MULCH C� .1 7-ALR-4� 10-RBL PLANTING BED LIMITS, TYP.
EASEMENT-see DB I G A �� A I\MN FOR 14-IH Ja //
149 (EXCEPTION 1 1)
12-CH 4-
< � ® GMS •
i
PG G (EXCEPTION, 11) --- 1 -Ihl -_ — - -
EX .SIGN EASEMEN� see DB �15f
5-GMS 3-RBL m '
\ .. . . 9-ROP i l�
6-ROP . . 4-RBL
EX.VIEW EASEMENT AT LAWN ® 655 SF LANDSCAPE AREA
C BILLBOARD SIGN EX . `
VIEW \SEMEN f 0 � 2,064 SF UNDERGROUND �
\\ I
5150-PG T_49 PLANTING BED LIMITS, TYP.
LANDSCAPE AREA DETENTION NOTE: SEE SITE PLAN FOR �
- 7- - SYSTEM n ORNAMENTAL FENCE LOCATION
0821 0 68 2348
i -�
VUA PERIMETER (260 LF±STREET FRONTAGE) 1-ZEL WILLIAM B & CAPRICE FIELD? � U, I
( REQUIRED: 12 CANOPY TREES (SPACED 30'O.C.); 93 SHRUBS (1 PER 4 LF OF FRONTAGE); / DB 2117 PG 988 201 SF LANDSCAPE AREA MULCH, 1-GRT f c 201 SF LANDSCAPE AREA
6 SF/1 LF OF STREET FRONTAGE= 1,560 SF±OF LANDSCAPED AREA 0 19
PROVIDED: 10 CANOPY TREES; 93 SHRUBS & 1,865 SF±OF LANDSCAPED AREA TYP. 7-ROP ' I
C NOTE: UTILITY EASEMENTS EXIST IN VUA PERIMETER I
LANDSCAPING WITHIN VEHICULAR USE AREA(VUA=60,110 SIF±) PLANTING BED LIMITS, TYP. 1
REQUIRED: 30 TREES 1/2,000 SF&ALL SPACES MUST BE WITHIN 50'OF TREE TRUNK); 241
PLANTING BED LIMITS, TYP.
SHRUBS (1/250 SF) � 11.!;'
" PROVIDED: 33 NEW CANOPY TREES&241 SHRUBS LAWN STREET TREE REQUIREMENT(230 LF±STREET
J
EXISTING FENCE TO REMAIN LAWN 13 I, I FRONTAGE)
REQUIRED: 15% OF 60,110 SF±VUA=9,017 SF±LANDSCAPE AREAS REQUIRED: 8 CANOPY TREES (SPACED 30'O.C.)
5-TM PROVIDED: 8 CANOPY TREES
PROVIDED: MORE THAN 9,017 SF IN LANDSCAPE AREAS MULCH, TYP.
NOTE: UTILITY EASEMENTS EXIST IN VUA 25
VEHICULAR USE PERIMETER LANDSCAPING (200 LF±STREET FRONTAGE)
cil REQUIRED: 63 SHRUBS (SPACED T O.C.); 6 SF/1 LF OF STREET FRONTAGE= 1,200 SF±OF LANDSCAPED AREA
• ' PROVIDED: 63 SHRUBS& 1,740 SF±OF LANDSCAPED AREA
LAWN ' 2 1 12/15/15 RESPONSE TO CITY OF DURHAM
1ST REVIEW C
�� EXISTING PUBLIC SIDEWALK NO: DATE DRAWING SSUOEM
5-ALR DESCRIPTION
2-GRT � I�1�\ �� � � ��I�/�/�/�/��/ ���/�/�/�I����'��/�-/
C U
C o f 368 SF LANDSCAPE AREA DESIGNED BY: JT
/1 DRAWN BY: JT
C o 0 0o 5 GMS
5 v -ALR 4-RBL
1 CHECKED BY: JT
6-IH 1-ZEL + 'II / SCALE: 111=30'-0"
7-CT 6-DYH v
1-ZEL s �J DATE: 09/15/2015
MULCH
I'II 56-SIB PROJECT NO: 018997002
C h MULCH
C FILENAME:
8
ZEL
O Ul "�
� 6-DYH J
C6-ZEL - . . . [� I
C �_
5-GMS
_ - LANDSCAPE
4-RBL
5-DYH - _ -- = -- 6-RB.L-=
— / II 30 0 30 60 90
171, 11 LAWN w PLANTING PLAN
STREET TREE REQUIREMENT(135 LF±STREET
FRONTAGE) B U RC H — CLOSE EXISTING
REQUIRED: 5 CANOPY TREES P CANOPY TREES AVENUEPREL(SPACED 30'O.C.) ���\\
CURB CUT
PROVIDED: 5 CA
SITE
North SCALE: 1" = 30' P ANIMINARY APPLICATION
VEHICULAR USE PERIMETER LANDSCAPING (102 LF STREET FRONTAGE) =--- --- -- _-_ -- --_ -- N FOR -
REQUIRED: 34 SHRUBS (SPACED T O.C.); 6 SF/1 LF OF STREET FRONTAGE=612 SF OF NOTE: SEE SITE PLAN FOR L 101
( NOTE: 50' HATCHED RADIUS �
LANDSCAPED AREA DEMONSTRATES COVERAGE ORNAMENTAL FENCE
CPROVIDED: 34 SHRUBS& 1,000 SF OF LANDSCAPED AREA FROM TREE TRUNK, TYP. LOCATION

LANDSCAPE WORK SPECIFICATIONS: SPECIAL CONDITIONS: SOIL MIX (SEE SPECS.):
Lime: Ground limestone containing not less than 85%total carbonates to such fineness that 50%will pass 1. Landscape contractor is responsible for coordinating a "site acceptance inspection"with the One part existing soil W E X F O R D
PART 1 - GENERAL through a 100-mesh sieve and 90%will pass through a 20-mesh sieve. Use as necessary for specific plants.
owner, General Contractor and Architect prior to start of construction. One part topsoil SCIENCE+T E C H N O L O G Y
DESCRIPTION OF WORK: Commercial Fertilizer: Organic fertilizer Stay Green Nursery Special 12-6-6 or approved equal;delivered 2. Landscape contractor to submit a soil sample, once beds are amended and prior to planting. One part pine bark soil conditioner A BioMed Realty Company
The h must be correct and checked b Landscape Architect riot to an planting.
Extent of landscape work includes furnishing all materials, equipment and labor necessary for preparation of dry/free-flowing in original unopened containers, each bearing manufacturer's guaranteed analysis,shall conform p y p p y p g'
final subgrades in planting areas; distribution/application of topsoil;soil treatment;planting of trees and shrubs; to applicable State Fertilizer laws. Any fertilizer which becomes caked/damaged,making it unsuitable for use,will 3. Landscape contractor is responsible for providing topsoil in traffic islands so there is a crown of Planting bed depth to be a minimum of 9"
protection/maintenance/guarantee/replacement of plants; related items required to complete work indicated on not be accepted. -1?�at tlye f.P`tocisld�� ����
drawings and specifications. (See Landscape Plan.) ZL 4. 0o not stake trees except where specified bb Landscape Architect Landscape contractor is SOIL PREPARATION:
Pre-emergence Herbicide: Landscape Contractor to apply pre-emergence Herbicides as per manufacturer's res on I�t'o r i waft st�It�es~�nc u�5 at�Tfe�d� b'�y N ear warranty period.
GUARANTEE:
specifications in all plant beds prior to final mulch application. 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 1. Prepare all shrub beds to a total depth of 9."
Guarantee trees/shrubs/lawn/grass for period of one year after date of acceptance,against defects including Soil Mix: All plant beds shall be composed of the following: Columnar and single story trees to have the height of their first branches 4-5'above ground. 2. Till existing subsurface soil to a minimum 3"depth.
death and unsatisfactory growth, except for defects resulting from neglect by Owner,abuse/damage by others,or 1 part Existing Soil
unusual phenomena/incidents which are beyond landscape installer's control. 1 part Topsoil 3. Add 3" of topsoil and till with existing soil.
Remove/replace trees, shrubs, grass or other plants found to be dead or in unhealthy condition during
1 part Pine Bark Soil Conditioner 4. Add 3" of pine bark soil conditioner and till thoroughly with other amendments.
warranty period. Make replacements during growth season following end of warranty period. Replace Soil Conditioner: Soil Conditioner shall be small pine bark particles of 3/8"or less,provided in prepackaged bags
trees/shrubs which are in doubtful condition GENERAL LANDSCAPE NOTES: WATER WISE PLANTING TECHNIQUES
is advisable to extend warranty period for afull end of warranty period,unless,in opinion of Landscape Architect,it or approved bulk delivery.full-growing season.
Another inspection will be conducted at end of extended warranty period,if any,to determine Mulch: Contractor shall supply/place double ground hardwood mulch 3"depth moistened at time of application to d!
acceptance/rejection. Only one replacement will be required at end of guarantee period,except for prevent wind displacement; bed mulched instead of pit mulched. 1. General Contractor to use licensed Landscape Contractors with Landscape Architect prior to The following soil preparation techniques shall be used for all required landscape areas.
losses/replacements due to failure to comply with specified requirements. stimmeI
Water: Furnished by Owner, suitable for irrigation and free from ingredients harmful to plant life. bidding. Bids using Landscape Contractors not pre-approved will not be considered. 1. Soil preparation for the entire landscape yard includes the additional of organic amendments
1 tilled to a depth of eight(8)to twelve (12) inches
INDUSTRY STANDARDS: Materials for Staking Trees: Do not s ake rees except where specifie by Landscape Architect. Landscape Contractor to:
Contractor shall place stakes o ou n h w d, a s vo o d o , ee <n oles/defects. 1. Follow landscape construction sequence. 2. All plantings in the landscape yards shall be mulched including interior parking lot islands under LANDSCAPE ARCHITECTURE
Some products and execution are specified in this Section by reference to published specifications or standards of the followingwith respective abbreviations used). Reference is to the latest edition of the standard Provide wire ties/guys of 2-strand twisted, pliable,#2-12 gage,galvanized iron wire,zinc-coated turnbuckles. 2. Contact General Contractor prior to submitting bid to verify any phasing of planting areas. five hundred (500)square feet to a depth of three (3)to four(4) inches and maintained weed
CIVIL ENGINEERING
( p ) Provide not less than 1/2" hose, cut to required lengths to protect tree trunks from damage. LAND PLANNING
referenced. q g p g 3. Fine grade all grass and planting areas disturbed during construction. Remove from site all free.
The American Society for Testing and Materials(ASTM) temporary seeding/stabilization, stones, gravel and all extraneous debris including roots and 3. Earthen basins are to be constructed around installed plants. 601 N.TRADE STREET,SUITE 200
Association of Official Agricultural Chemists(AOAC) PART 3-EXECUTION limbs prior to sodding/seeding. When fine grading insure that positive drainage is occurring. WINSTON-SALEM,NC 27101
4. Till and amend all plant beds as required in specifications. Apply pre-emergence herbicides per 4. Plants, as permitted by this ordinance, are grouped together where possible. P:336.723.1067 F:336.723.1069
American Association of Nurserymen(AAN) PLANTING: manufacturer's specifications in all plant beds prior to any planting. Cover entire bed with a 3"
U.S. Department of Agriculture(USDA) min. Clean mulch immediately after planting. Site mulch to be double ground hardwood mulch 5. For establishment and survival, plants shall be watered in the first year of planting. www.stimmelpa.com
Layout: Location for plants/outlines of areas to be planted are indicated on plan. Where construction and utilities except for plant beds at the public doors--use mini-pine bark nuggets. 6. Irrigation: It is suggested that drip irrigation, which includes drip masters, be used for required
SUBMITTALS: below ground or overhead are encountered or where changes have been made in construction,necessary 5. Bring to the attention of the Landscape Architect any debris or poor soils remaining in parking lot landscaping planting beds during the required establishment period. After establishment, SEALS
adjustments to be approved by Landscape Architect. islands after general construction and prior to planting. supplement watering can be reduced and used on an as needed basis. Traditional spray
Substitutions shall not be considered unless it can be reasonably demonstrated that material specified is or pp 9 p Y
6. Verifyall underground utilities prior to installation of an plant materials. Utilities shown on Ian
shall be unavailable within 500 miles of the site of the work at the time of installation. Landscape Architect shall g p y p p irrigation is prohibited except for lawn areas. ��,• CA
authorize the nearest equivalent obtainable size/variety of plant having some essential characteristics with Soil Preparation: Soil shall be as specified; be in relatively dry state and mixed thoroughly by hand or rotary are for reference only and may not be all inclusive. See General Contractor for as-built ,` -(N
equitable adjustment of contract price. Unit price of substituted item shall not exceed bid item being replaced.All mixer. Commercial fertilizer at rate of 2#/c.y. shall be added. All planting beds shall be coated with approved drawings for all underground utilities. p�••°pNDSCgA,•/�i
submittal requests are to be made in writing. pre-emergence weed killer according to manufacturer's specifications. All shrub planting areas to be bed prepared 7. Provide 3' diameter mulch rings for all trees in grass areas.
and not just pit prepared/planted unless approved by Landscape Architect. Soil shall be prepared minimum of one
Certificates: All material whose transportation requires inspection and/or certification by any governmental week prior to planting day,for proper settling. 8. Insure that all tree mulch rings are a minimum of 2.0'from the edges of shrub beds and curbs. PR��CI}' ' NYA%
DOA*�VINGS
agency shall be accompanied by copies of certification or inspection which shall be given to a selected 9. Neatly edge all plant bed/grass borders with a straight"v"-cut edge. DO I�IOYVSEOZtl3CTION
representative at the site at the time of delivery. Landscape Contractor responsible for all shaping and fine grading of bermed areas. General Contractor to provide topsoil. See Landscape Plans for locations. 10. Insure all trees of same variety match in shape and size where they are to be installed in groups,
Soil PH Testing: Landscape contractor to submit a soil sample to test the current PH Level,once beds are rows or as street trees. % �� 1�;- 1
defined and prior to an planting. The PH Level must be 5.8-6.2 and approved b the Landscape Architect prior Landscape Contractor responsible for all fine grading of areas to receive seeding. •.
p Y p 9• ( ) Pp Y p p 11. Obtain authorization prior to any changes of plant location due to utilities or other factors. .,�FY•.•• NQ,��,
to any plant installation. For pit/trench backfill, mix planting soil prior to backfilling and stockpile at site. 12. Protect all existing structures (i.e.. Curb and gutter, pavement, etc.) During installation of large ,A, ,B, ' �,� M• ��� `
For planting beds, mix planting soil thoroughly prior to planting or apply on surface of topsoil. trees and other plants.
QUALITY ASSURANCE: For plant beds against building foundations, soil mix shall be mixed thoroughly prior to placement. Prevent 13. Prior to seeding, verify that all trenching and other land disturbing activities within areas to be
lime from contacting roots of acid-loving plants. Prepare soil mix as specified to minimum depth of 6"below seeded have been completed.
largest shrub root ball.
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. Ball/Burlapped 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 LANDSCAPE
creation of voids upon decomposition.
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. CONSTRUCTION SEQUENCE:
Container Grown Plants: These may be applied in lieu of balled/burlapped plants if all other specified
requirements are met; plants to have grown in container for minimum of six months and maximum of two years z
Topsoil: Provide topsoil of a type that is in compliance with Part 2-Products of this section. and when delivered, have sufficient root growth to hold earth intact when removed from container;plants must not n0
be root bound. Remove container in way to prevent damage to plant/root system. Landscape Contractor to: =LLz
1. Visit site after authorization by General Contractor to begin, and accept/reject condition of site
Plant List: List of plants as shown on drawings(Sheet L-101). prior to any planting.
Tree Pit Sizes: Minimum diameter/depth of planting pits for balled/burlapped,bare roots and container grown 2. Coordinate irrigation system installation, including all sleevin with General Contractor during plants shall be 24"greater than diameter of ball/spread of roots and trees sit directly on pit bottom to prevent g y g g' g 'A'GRADE TREE WITH B'GRADE TREE WITH
Quantities: Quantities necessary to complete plantings as shown/located on drawings shall be furnished. settlement. grading phase of work. STRAIGHT, MAIN LEADER 2 OR MORE LEADERS,
Quantities shown in list are for convenience of contractors and believed to be substantially correct,but accuracy of 3. Stake and till entire plant beds and include fertilizer, pre-emergence herbicides and soil mix per THUS,A'Y'FORK
quantities in list is not guaranteed. specifications.
Shrubs/Groundcover: All plant beds for shrubs/groundcovers to be prepared for a total depth of 9"and should ACCEPTABLE UNACCEPTABLE
consist of 1 part existing soil, 1 part topsoil and 1 part soil conditioner(see soil mix). Till existing soil to a minimum 4. Transport all plants to site covered. Any plants damaged during or prior to shipping to the site
Trees and Shrubs: Provide trees and shrubs grown in a recognized nursery in accordance with good horticultural will not be accepted.
vigorouseggs, depth of 3"; add 3"of topsoil and till thoroughly; add 3"of pine bark soil conditioner and till with other amendments WAND
,
practice. Provide healthy, stock free of disease, insects, gg ,larvae,and defects such as knots, .to a total depth of 9" Entire bed to be covered with 3"of double ground hardwood mulch. 5. Contact Architect for approval/denial of all plant beds and plant stock prior to installation. A AND B, GRADE TREES
sun-scald, injuries, abrasions, or disfigurement. All shade trees to be'A'grade trees(see detail below). 6. Proceed according to planting plan upon approval by Architect of plants and plant bed staking NO SCALE
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. and preparation. West Pettigrew
Sizes: Provide trees and shrubs of sizes shown or specified in Plant List,which are minimum acceptable sizes 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 7. Contact Architect, upon completion of work, for final approval of work.
and shall be measured before pruning with branches in normal position. Any necessary pruning shall be done at fertilizer(use straw or other material to cover seed until stable.)Apply lime according to soil test,or apply 4,000 8. Make necessary adjustments for approval. Landscape Contractor responsible for contacting the
time of planting. Trees and shrubs of larger size may be used if acceptable to Landscape Architect,and if sizes of lbs./acre slow-release pelletized agricultural limestone. G.C. to set a meeting to review the punch items. Street Deck
roots or balls are increased proportionately. 9. Maintain all plant material according to specifications/warranty.
Seeding dates: Aug. 20 through Oct. 25 and Feb. 1 through May. 10. Immediately remove/replace any dead or dying plants during warranty period.
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 3"MULCH 800 West Pettigrew St.
use the following nurseries for the supply of trees: Setting Trees: All trees to be planted according to Planting Details shown on Landscape Plans. Unless g
otherwise specified, all trees to be planted in pits, centered, set on unexcavated soil to depths that finished grade PERMANENT SEEDING: ADJACENT LAWN PLANT BED Durham, NC 27705
Shady Grove (803-534 5683) -Select Trees (706 769 9879) evel 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
-Bold Springs 770-267-9196 -Lone Oak 706-637-6240 root balls at a level where the trunk flare will be 2"above surrounding finished grade.No burlap to be pulled out All unpaved disturbed areas or lawn to be reestablished outside planting bed to be seeded with OR PAVEMENT
( ) ( ) 9 9 p p p ( ) p 9
-Green Thumb (910-428-4587) -Gilmore Plant&Bulb Co.(336-685-4451) from under balls; remove platforms,wire and surplus binding from top/sides of balls;cut broken/frayed roots; an even mixture of Hunter, Padre, and Magellan tall fescues, or approved equal, at a rate of 5-6 SHOVEL CUT PLANTING BED
place/compact prepared soil to avoid injury to roots and fill all voids. Saturate the planting hole with water after 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 .�•:,�,:.•`•• •~ EDGE 3"DEEP SO THAT LAWN
-Worthington Farms(252-756-3827) backfill is 3/4 complete and allow to soak away;fill hole to finished grade,allowing 4"of mulch;form shallow %% ' :• •' +• '• OR PAVEMENT WILL RETAIN
10-10-10 slow-release fertilizer(use straw and asphalt emulsion to cover seed until stable.)Apply • ,., MULCH'•
saucer around each plant. lime according to soil test, or apply 4,000 lbs./acre slow-release pelletized agricultural limestone.
:•.
Inspection: Landscape Architect reserves the right to inspect trees and shrubs either at place of growth or at site, Seeding dates: Aug. 20 through Oct. 25 and Feb. 1 through May.
for compliance with requirements for name,variety,size and quality. Pruning New Plant Material: Remove dead/broken branches from all plant material. Prune all trees/shrubs to a SPECIFIED SOIL MIXTURE
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
DELIVERY, STORAGE AND HANDLING: 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 SEEDBED PREPARATION: III III III III
Packaged Materials: Deliver packaged materials in containers showing weight,analysis and name of trees and wound painting are NOT permitted. Remove trimmings from the site. EXISTING SUBGRADE
manufacturer. Protect materials from deterioration during delivery,and while stored at site. 1. Remove any undesirable ground covers including any temporary seeding.
Guying Trees: Do not stake trees except where specified by Landscape Architect. 2. Rip the area to be seeded to a min. Depth of 4"-6."
Trees,Shrubs&Transplanted Trees: Provide freshly dug trees and shrubs. Do not prune prior to delivery. Do All canopy trees 2"caliper or greater shall be staked and guyed. Landscape Contractor is responsible to remove 3. Remove all loose rocks, roots, etc. Leaving surface smooth and uniform. MULCH EDGE @ LAWN OR PAV E M E N T
not bend or bind-tie trees or shrubs in such manner as to damage bark,break branches or destroy natural shape. all stakes and guys at the end of the one year warranty period. See Planting/Staking Details. 4. Apply seed, agricultural lime, and fertilizer uniformly and mix with the soil.
Provide protective covering during delivery. All trees, shrubs&groundcovers much be delivered in a completely 5. Mulch immediately after seeding and anchor mulch. NO SCALE
tarped and covered vehicle or the entire load will be refused. Immediately after unloading,trees to be set upright Mulching: Trees/shrubs shall be mulched immediately after planting with 3"depth of double ground hardwood
never placed lying down.Always lift and move trees by strapping on root ball or by using chain cradle on the root mulch. Prevent wind displacement of mulch by thoroughly wetting down.Mulch the area over tree rootballs to a
ball for larger root balls. 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.
JOB CONDITIONS:
Excess Excavated Soil:
Proceed with and complete landscape work as rapidly as portions of the site become available,working within To be disposed of by Contractor at no additional expense to Owner. zh
seasonal limitations for each kind of landscape work required. See"Landscape Construction Sequence". AVOID PURCHASING TREES WITH TWO
p q p q LEADERS OR REMOVE ONE AT PLANTING.
OTHERWISE,DO NOT PRUNE TREE AT
MAINTENANCE: ( PLANTING EXCEPT FOR SPECIFIC
The Landscape Contractor is responsible prior to submitting his bid to confirm if the Public Water System has STRUCTURAL CORRECTIONS
sufficient flow and pressure for the proper operation of the irrigation system. If a booster pump is required,the Begin immediately after planting. Maintain trees/shrubs/other plants until final acceptance. Maintain
Landscape Contractor shall include the cost of the um power service,and hotbox in his bid. trees/shrubs/other plants by pruning, cultivating,weeding as required for healthy growth. Restore planting DO NOT WRAP TRUNK;MARK THE NORTH
p pump,p saucers;tighten/repair stake and guy supports and reset trees/shrubs to proper grades/vertical position as / SIDE OF THE TREE IN THE NURSERY AND
l required. Restore/replace damaged wrappings. Spray as required to keep trees/shrubs free of insects/disease. LOCATE TO THE NORTH IN THE FIELD DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BYLANDSCAPE ARCHITECT.IF STAKING IS NECESSARY,
Utilities: Determine location of underground utilities and perform work in a manner which will avoid possible ( USE TWO OPPOSING STAKES WITH SEPARATE RESPONSE TO CITY OF DURHAM
damage. Hand excavate, as required. Maintain grade stakes set b others until removal is mutual) agreed FLEXIBLE TIES.REMOVE STAKING AT END OF FIRST \ 1 12/15/15
g q g y y gree upon TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GROWING SEASON. J 1ST REVIEW COMMENTS.
by parties concerned. CLEANUP AND PROTECTION: C GRADE IN WELL DRAINED SOIL,UP TO 4 INCHES(10 CM) NO: DATE DRAWING ISSUE DESCRIPTION
During landscape work keep pavements clean,work area in orderly condition;protect work/materials from ABOVE THE GRADE IN POORLY DRAINED SOILS
damage due to landscape operations, operations b other contractors/trades/trespassers.assers. Maintain protection � W BARK MULCH;DO NOT PLACE MULCH IN CONTACT
Coordination with Other Work: Plant new trees and shrubs after final grades are established and prior to 9 p p p Y p p Tr-- --�� WITH TREE TRUNK
planting of lawns, unless otherwise acceptable to Landscape Architect. If planting of trees and shrubs occurs after during installation/maintenance periods. Treat/repair/replace damaged landscape work as directed. REMOVE CONTAINER OR WRAPPING,EXCEPT SET TOP OF BALL 1-2"ABOVE NOTE:WIDTH OF PLANTING HOLE IS 3 TIMES I I I I DESIGNED BY: IT
BURLAP,COMPLETELY FROM SHRUB, REMOVE FINISHED GRADE. \ ROOT BALL DIA.IN HIGHLY COMPACTED OR CLAY SOIL;
lawn work, protect lawn areas and promptly repair damage to lawns resulting from planting operations. / 2 TIMES THE ROOT BALL DIA.MIN.IN ALL OTHERS I I I I 4"RAISED RING OF SOIL TO DIRECT WATER INTO ROOT BALL-
BURLAP FROM TOP. ` I I I I ESPECIALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE DRAWN BY: JT
II I
INSPECTION: CHECKED BY: JT
,I t
BEFORE PLANTING ADD 3-4"OF COMPOST AND TILL INTO TOP 6"OF
See"Landscape Construction Sequence"on Landscape Plans.When landscape work is complete,including SHRUBS IN BEDS SHALL HAVE ENTIRE BED 3-4"MULCH -' -"' - <' ,'J I t -' ' ---- AS SHOWN
maintenance, Landscape Architect will, upon request, make inspection to determine acceptability.Landscape work PREPARED, RATHER THAN INDIVIDUAL DIG WIDE PLANTING HOLE W/TAPERED SIDES I �- PREPARED SOIL.ADD COMPOST AT 20-35%BY VOLUME TO BACKFILL SCALE:
PART 2-PRODUCTS p p q p p ty p C I ryl I
may be inspected for acceptance in parts agreeable to Landscape Architect,provided work offered for inspection PLANT HOLES. , ' I I 4-6"DEEPER THAN ROOT BALL FOR LOWERED DATE: 09/15/2015
CUT BURLAP,ROPE AND WIRE BASKET AWAY = ' I I=I I PLANTING HOLES AS NEEDED WITH POOR DRAINAGE
Is complete, including maintenance. Where inspected landscape work does not comply with requirements,replace � \ FROM TOP AND SIDES OF ROOT BALL '- -1I�-III=1 i� - PROJECT NO: 018997002
Topsoil: Additional topsoil to be furnished at no cost to Owner. Topsoil to be natural,fertile,friable soil, rejected work, continue specified maintenance until reinspected by Landscape Architect and found to be _-�1 IIIIIIIII IIIIIIIIIIIII III- 4"-6" r �I I
possessing characteristics of representative productive soils in vicinity;obtained from naturally well-drained areas; acceptable. Remove rejected plants/materials promptly from project site. jJ1l_ II�II - _ \ SET BALL ON UNDISTURBED EXTEND STAKES INTO UNDISTURBED SOIL FILENAME:
not excessively acid/alkaline nor contain toxic substances harmful to plant growth;without admixture of subsoil - II111 111' I 1„II / SOIL TO PREVENT SETTLING
and cleaned and reasonably free from clay/lumps/stone/stumps/roots or similar substances 2"or more in SOIL BACKFILL MIXTURE - ` PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE;ALLOW
4"MIN. REST OF BACKFILL TO SETTLE NATURALLY OR TAMP LIGHTLY
diameter/debris/objects which might hinder planting operations. SEE SPECIFICATIONS I I F PLANTING HOLES ARE DUG WITH LARGE AUGER,BREAKING DOWN THE SIDES WITH A
II I-II SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE.
I�J� 111�1
6"MIN. NOTES: ) LANDSCAPE
1.WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE,
TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6"OVER THE ENTIRE AREA
2.FOR CONTAINER GROWN TREES,USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER
SHRUB PLANTING DETAIL LAYER OF POTTING SOIL;THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER NOTE, SPECS &
C 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.
NO SCALE DETAILS
C 4.THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING SUMMERS.
5.THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES
PRELIMINARY SITE
TREE PLANTING DETAIL PLAN APPLICATION
NO SCALE Ll 02
C

WEXFORD
SCIENCE+TECHNOLOGY
A(M BioMed Realty Company
Kimley ))) Horn
NC LICENSE #F-0102 2015,
SUITE 600
333 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 purpose and client for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Kimley-Horn and Associates,Inc.
shall be without liability to Kimley-Horn and Associates,Inc.
ARCHITECTURE
SEALS
PRELIMINARY DRAWINGS
DO NOT USE FOR CONSTRUCTION
� Q
ry cAno�
GAFfNSBOPO 0G
Perspective 2
02
NOT TO SCALE
West Pettigrew
Street Deck
800 West Pettigrew St.
Durham, NC 27705
NO: DATE DRAWING ISSUE DESCRIPTION
U
N
DESIGNED BY: JLD
`al
a
DRAWN BY: DWS
p CHECKED BY: JLD
X
N
SCALE: As indicated
o DATE: 09/15/2015
0
PROJECT NO: 018997002
FILENAME:
U
N
t
i
Q
U
Z
co
EXTERIOR
PERSPECTIVES
U)
m
N Perspective 1 PRELIMINARY SITE
E O PLAN APPLICATION
3 NOT TO SCALE
o �
A901
'�6co