20110080 Ver 1_Site Plan_20110510

Strickland, Bev
From: Allen, Jonathan [[e-mail]]
Sent: Tuesday, May 10, 2011 3:34 PM
To: Strickland, Bev
Subject: FW: Butner Drawings - 05/06/11
Beverly,
Per your request, the pdfs have been uploaded to our ftp website. Please see the directions below for accessing the
drawings. Please give me a call if you have any questions.
Thanks,
Jonathan
From: Allen, Jonathan
Sent: Friday, May 06, 2011 1:46 PM
To: '[e-mail]'
Cc: Prorock, John
Subject: Butner Drawings - 05/06/11
Ben,
The drawings will be posted shortly to the ftp website:
ftp://ftp.arcadis-us.com
Then, click on "From Raleigh", then "Ritchie Bros", then "2011-05-06 Site Plan Submittal Set"
If you have any questions, please let me know.
Thanks,
Jonathan
Jonathan A. Allen, PE, LEED AP I Land Development Project Manager I Jonathan.Allen(ab-arcadis-us.com
ARCADIS U.S., Inc. 1 801 Corporate Center Drive, Suite 300 1 Raleigh, NC 27607
T. 919.854.1282 1 F. 919.854.5448
www.arcadis-us.com
Professional Affiliate/ ARCADIS G&M of North Carolina, Inc.
Professional Registration/ NC, SC, MD
ARCADIS, Imagine the result
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5~ PROJECT DATA N
6 G~,
6 ~F o BUTNER 0~' ~0 SITE INFORMATION:
0~ 0¢ ~ ADDRESS: 800 BUSINESS PARK DRIVE Q
G 85 FF o~ ~ ~ o ~ PARCEL NOT YEf ASSIGNED FROM GRANVILLE COUNTY
~q 0 0 ZONING DISTRICT: HI (HEAVY INDUSTRIAL)
GF o ~ Z c TYPE OF DEVELOPMENT/PROPOSED USE: AUCTION FACILITY
~ ~ o PROPERTY SIZE: 112.698 ACS.
cn DISTURBED AREA: 100.31 ACS.
Cp
~ Rp 05 S6 IMPERVIOUS AREA: 77.27 ACS. (6$.56% OF THE SITE)
WATERSHED: FALLS LAKE (WS-IV)
HEATED BUILDING AREA: AUCTION BUILDING - 33,439 SF
0 REFURBISHING BUILDING - 10,424 SF
CREEDMOOR ~q CHECK-IN BUILDING - 2,626 SF
PARKING REQUIRED: 50 PARKING SPACES (BASED ON TOTAL EMPLOYEE COUNT
~O 9~ DURING EVENTS
h PARKING PROVIDED: 50 PARKING SPACES (3 ACCESSIBLE)
LOADING SPACES REQUIRED/PROVIDED: N/A
STACKING SPACES REQUIRED/PROVIDED: N/A
PROPERLY OWNER: RITCHIE BROS. PROPERTIES, INC.
PROPERLY OWNER ADDRESS: 4000 PINE LAKE ROAD
ti- LINCOLN, NE 68516
z ENGINEER/APPLICANT: ARCADIS G&M OF NORTH CAROLINA, INC.
ENGINEER/APPLICANT ADDRESS: 801 CORPORATE CENTER DR, SUITE 300
c9S RALEIGH, NC 27607
hq N 0 SETBACKS: FRONT - 80 FEET
~ 85 SIDE - 50 FEET
REAR - 50 FEET
0 ACTUAL BUILDING HEIGHT: AUCTION BUILDING - 32.67 FEET
REFURBISHING BUILDING - 32.08 FEET
CHECK-IN BUILDING - 16.50 FEET
1 ° =1,000' W
GENERAL SITE NOTES: z
_0
1. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE TOWN OF BUTNER STANDARDS AND I-
SPECIFICATIONS, SOUTH GRANVILLE COUNTY WATER AND SEWER AUTHORITY (SGWASA), GRANVILLE COUNTY, THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT ROAD AND BRIDGE U
STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK AND THE NORTH CAROLINA EROSION AND DRAWING INDEX ~
SEDIMENT CONTROL REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR Q
PLANS, THE M05T STRINGENT SHALL GOUERN.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY CO COVER SHEET W
AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, C1.0 EXISTING CONDITIONS z
FERTILIZED, RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
3. THE LOCATION OF EXISTING UTILITIES (IF ANY) AS SHOWN IS APPROXIMATE ONLY. UTILITIES MAY EXIST WHICH ARE NOT C1.1 DEMOLITION PLAN ~ m
SHOWN. THE GRADING, UTILITY, STORM DRAINAGE, OR PAVING CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR C2.0 OVERALL SITE LAYOUT AND UTILITY PLAN
PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE WITHIN THE LIMITS OF HIS EXCAVATION. THE
EXCAVATING CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AT HIS EXPENSE, AlL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. C2.1 SITE LAYOUT AND UTILITIES PLAN -1 ~
C2.2 SITE LAYOUT AND UTILITIES PLAN - 2 W
4. ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER
NON- COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO. INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. C2.3 SITE LAYOUT AND UTILITIES PLAN - 3 W
C2.4 SITE LAYOUT AND UTILITIES PLAN - 4 p
5, MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK-FILL AROUND DRAINAGE STRUCTURES OR IN
UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACK-FILL SHALL BE COMPACTED TO 95% OF MAXIMUM C2.5 SITE LAYOUT AND UTILITIES PLAN - 5 U
DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE GRADING CONTRACTOR SMALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACK- FILLING, SUBMIT THE RESULTS OF THE C2.6 SITE LAYOUT AND UTILITIES PLAN - 6 ~
PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED C2.7 SITE LAYOUT AND UTILITIES PLAN -AUCTION BUILDING Q
ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING. LABORATORY AND THE CERTIFICATIONS
MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. THE GRADING CONTRACTOR SHALL BE ~ RESPONSIBLE FOR THE PAYMENT OF TESTING AND LABORATORY SERVICES AND IT IS EXPRESSLY THE GRADING CONTRACTORS C2.$ SITE LAYOUT AND UTILITIES PLAN -REFURBISHMENT BUILDING ~
~ RESPONSIBILJTY TO DEMONSTRATE BY TESTING RESULTS THAT THE WORK MEETS THE STANDARDS AS SET FORTH IN THESE C2.9 SITE LAYOUT AND UTILITIES PLAN -CHECK-IN BUILDING ~
~ PLANS AND SPECIFICATIONS.
° 6. ANY DISCREPANCIES FOUN ~ D BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES C2.10 PAVEMENT LAYOUT PLAN m
o OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING WHO C3.0 OVERALL GRADING AND DRAINAGE PLAN W •
~ SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY
m OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTORS RISK. ~ m C3.1 GRADING AND DRAINAGE PLAN -1 U
i 7. MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OF THE SITE CONTRACTOR. THESE PLANS C3.2 GRADING AND DRAINAGE PLAN - 2
~ ARE TO SERVE ONLY AS A GENERAL GUIDE AND IN NO WAY LIMITS THE SITE CONTRACTOR FROM MAINTAINING TRAFFIC
~ CONTROL IN ACCORDANCE WITH NCDOT STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OR AS DIRECTED Q BY THE STATE OR CI1Y. C3.3 GRADING AND DRAINAGE PLAN - 3 ~
o ~ , C3.4 GRADING AND DRAINAGE PLAN - 4
Z 8. AN ELECTRONIC CAD FILE WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR THE PURPOSE OF AIDING IN THE STAKE OUT C3.5 GRADING AND DRAINAGE PLAN - 5
~ OF THIS PROJECT. IT IS THE SITE CONTRACTORS RESPONSIBILITY TO PROVIDE FOR THE CONSTRUCTION STAKING AS NECESSARY
~ TO CONFORM TO THE PLANS LINE AND GRADE. SITE CONTRACTOR SHALL VERIFY TIE POINTS BETWEEN EXISTING AND PROPOSED ~ ASPHALT PRIOR TO PLACING ASPHALT OR CONCRETE. C3.6 GRADING AND DRAINAGE PLAN - 6
C3.7 GRADING AND DRAINAGE PLAN -AUCTION BUILDING
z ~ 0 9. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY CI1Y OR NCDOT STREET OR HIGHWAY RIGHT-OF-WAY,
THE FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN: G3.8 GRADING AND DRAINAGE PLAN -REFURBISHMENT BUILDING
C3.9 GRADING AND DRAINAGE PLAN -CHECK-IN BUILDING
i CITY RIGHT-OF-WAY -CONTACT LOCAL AUTHORITIES TRAFFIC ENGINEERING DEPARTMENT FOR INFORMATION ON DETOURS, OPEN E o CUTTING OF STREETS OR FOR ANY CONSTRUCTION WITHIN CI1Y RIGHT-OF-WAY.
a~ C4.1 EROSION CONTROL PLAN -1
0° NCDOT RIGHT-OF-WAY -CONTACT PROJECT ENGINEER AND OBTAIN ALL PERMITS AND ENCROACHMENTS. CROSS CHECK SPECIAL PROVISIONS WITH PLANS. MAINTAIN A COPY OF ALL PERMITS ON SITE. CONTACT LOCAL DISTRICT ENGINEER 24 HOURS C4.2 EROSION CONTROL PLAN - 2
~ ~ BEFORE PLACING ANY CURB AND GUTTER WITHIN NCDOT RIGHT-OF-WAY.
C4.3 EROSION CONTROL PLAN - 3
o N 10. THE SITE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL AND TO INITIATE CLEAN-UP OF THE LITTER AND REFUSE N °o GENERATED BY HIMSELF AND SUBCONTRACTORS FOR THIS PROJECT. THE CLEAN-UP OF LITTER AND REFUSE SHALL BE DONE C4.4 EROSION CONTROL PLAN - 4
o ° ON A REGULAR BASIS. THIS SHALL INCLUDE INITIATING ACTION AND ASSUMING ANY COST IN REMEDYING THE SITUATION. THE
~ i SITE CONTRACTOR, AT NO COST TO THE TOWN, SHALL SUPPLY, PLACE AND MAINTAIN SUITABLE REFUSE CONTAINERS C4.5 EROSION CONTROL DETAILS -1
~ THROUGHOUT THE PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE. o~ C4.6 EROSION CONTROL DETAILS - 2
~ ~ 11. WHEN FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE PROTECTION ARE REQUIRED TO BE INSTALLED, C5.1 CIVIL DETAILS
SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION, EXCEPT
WHEN APPROVED ALTERNATE MEANS OF FIRE PROTECTION ARE PROVIDED. C5.2 UTILITY DETAILS
~ o i= z 12. DURING CONSTRUCTION, FIREFIGHTING VEHICLE ACCESS SHALL BE PRODDED. TEMPORARY STREET SIGNS SHALL BE C5.3 STORMWATER MANAGEMENT DETAILS -1
~ ~ INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION ALLOWS THE PASSAGE OF VEHICLES. SIGNS SHALL BE OF AN
0 o APPROVED SIZE, WEATHER RESISTANT AND MAINTAINED UNTIL REPLACED BY PERMANENT SIGNS. oa C5.4 STORMWATER MANAGE[VIENT DETAILS - 2
13. DURING DEMOLITION AND/OR CONSTRUCTION, ALL ASPECTS OF CHAPTER 14 OF THE NC FIRE PREVENTION SHALL BE L1.1 LANDSCAPE PLAN -1
FOLLOWED. THE OWNER~APPLICANT SHALL DESIGNATE ONE PERSON TO BE THE FIRE PREVENTION PROGRAM SUPERINTENDENT
WHO SHALL BE RESPONSIBLE FOR ENFORCING CHAPTER 14 OF THE NCFPC AND THE ON-SITE FIRE PREVENTION PROGERAM L1.2 LANDSCAPE PLAN - 2
~ AND ENSURE THAT IT IS CARRIED OUT THROUGH COMPLETION OF THE PROJECT. ARGADIS G&M of North Carolina Inc. L1.3 LANDSCAPE PLAN - 3
801 Cor orate Center Drive Suite 300 P L1.4 LANDSCAPE PLAN - 4
N Ralei h NC 27607 9, L1.5 POND A LANDSCAPING PLAN
r ~ Tel: [phone] Fax: [phone] L1.6 POND B LANDSCAPING PLAN °o
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www.arcadis-us.com I 1 7 D(lhiTl ~ I nnlne~noi~i~ of nni ~
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° License Number C-1869 L L2.1 LANDSCAPE DETAILS o
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Q ~ E8.02 ELECTRICAL DETAILS
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©2011 ARCADIS G&M, INC.
SPCAR LLC. THIRD ROCK, LLC,
x PIN N0. 0865-02-98-2235 THIS LINE ADJACENT TO THIRD PIN N0. 0876-03-02-7772 BENCH MARK Pr~ D.B. 1319, PG. 548 ROCK, LLC., BEING THE WESTERN \ LEGE~1 D NOTES:
NAIL IN IRON PI~_ LINE IS MA D.B. 1342, PG. 75 \ 1. PROPERTY BOUNDARY BASED ON PRELIMINARY
341.8T wz ZONING: HI RKED WITH ROCK P.B. 38, PG. 165 ~b N 86'5754" E PILES AND THE TREES ARE ZONING: HI - R/W - EXISTING RIGHT OF WAY "ALTA/AGSM LAND TITLE SURVEY FOR RITCHIE BROS.
50.18 (TIE) PAINTED ALONG THE PROPERTY \ SS EXISTING U/G SANITARY SEWER PROPERTY, INC." BY ARCADIS. SEE SURVEY FOR EIP W6NESSED BY AN OLD FENCE POST COMPLETE LIST OF BEARINGS AND DISTANCES.
LINE. EIP 4 -OHE OVERHEAD ELECTRIC LINES
V'~- '53'28" W 588.13' N 00'29'36" W 33 ' R ~ ~ 3 8.61
20' X 24.5' MEral sHED oN eoNCRErE PAO~ ~ ~ ' ,~~0 W 588.11') R R R R R " R R R R \ / ~ \ (N 00'29 36 W 3338.48' (ENCROACHING BY 3.5') \ R R R - ~ - P/L PROPERTY LINE (NOT SURVEYED) 2. TOPOGRAPHICAL INFORMATION BASED ON SURVEY BY
\ 'i 1'0' XV2' ~4i NG ~ 2 -R/W RIGHT OF WAY 2011 PUCKETT AND ASSOCIATES RECEIVED JANUARY 26, MOUNT HOPE FINISHING COMPANY X 6' CHAINLINK FENCE
10' X 12' METAL BUILDING ' ! \ (E?y,CR N P'G ' " (ENCROACHING sY s.3') ~1, , N .6215 35 E PIN N0. OB76-03-14-2706
MICHAEL & STEPHANIE BEAL \ \ ~ 275,41' ° - G UNDERGROUND NATURAL GAS LINE 3• WETLAND INFORMATION PROVIDED BYSPANGLER ~ N, D.B. 225, PG. 343 ENVIRONMENTAL, INC.
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P.B. 6, PG. 139 ~ ~ . ~I\ V ~ V \ / ZONING: RR ~ . { o ~ 0 EIP, EIR (EXISTING IRON PIPE OR PIN) McADAMS DATED NOVEMBER 14, 2001 AND REVISED
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\ \ ~ N $2'47 54 E 16.10' ~ • NIP (NEW IRON PIPE SET) -UNLESS NOTED 5. CONTRACTOR SHALL HAVE ALL ON-SITE UTILITIES (N 72'10'02" E 174.85') N 72'11'48" E S 72'10'57" W CP (NO POINT SET} LOCATED BY UTILITY LOCATING SERVICE PRIOR TO ANY
\ ~ \ \ ~ 288.73' 174.91' ~ 15.44' (TIE) ~ SEWER MANHOLE CONSTRUCTION. NOTIFY OWNER OF ANY
\ \~S \ \ I ~ ~ DISCREPANCIES PRIOR TO COMMENCING WORK.
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( I ~ 8 ~ \ ~ ~ ~ i ~ / ~ 296 , ~ DANNY & PHYLLIS HALES \ ~ I i , _ I I 2 , / ~ . pti CB STORM WATER CATCH BASIN -CURB INLET
\ i r / PIN N0. 0876-03-20-5420 j ( I \ ~ I { / , a" ~y0~' ~ POB POINT OF BEGINNING
D.B. 58 ~ ( ~ . 1 f / 5, PG. 71 r 1 I \ ~ i I { / ~ ~ . ' ~ d~ O.B. DEED BOOK
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GRAVEL OR SOIL DRIVE REV. ISSUED DATE DESCRIPTION
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Z c~ 1111\ \ ~ _ ~ I ~ / / I ~ > t t I \ I \ / ~ ~ W m I ( PIN N0. 0876-03-43-0567 3. ALL AREAS WERE COMPUTED BY COORDINATE CALCULATIONS. Auct~OI1~~S
0 / / F- \ .8 \ / ~ \ I 8 ~ ~ ~ ~ \ \ ~ ~ / I ~ ~ } ~ 1 \ D.B. 1245, PG. 451 , o A\\ v v _ i / ~ \ ~ \ O' I 4. THIS SURVEY IS BASED ON ALTA COMMITMENT N0. 201002606R/RC3 AND WAS PREPARED RITCHIE BROS. PROPERLY, INC,
z \ s: \ ~ \ - - - ~ 0 - - t ~ L v V V~ ? ~ 1 I V\., ~ ZONING: HI 1 o A ~~rv v ~ e A t \ BY THE INVESTORS TITLE INSURANCE COMPANY HAVING AN EFFECTIVE DATE OF JUNE 23, 9500 GLENLYON PARKWAY
~ ~ - _ = / 2010 AND MAY NOT NECESSARILY SHOW ALL ENCUMBRANCES ON THE PROPERTY.
Q B. ~ f ~ _v ~ , ~ w \ \ BURNABY, BC V5JOC6 5. PROPERTY IS SUBJECT TO ALL EASEMENTS, RIGHTS-OF-WAY, AND AGREEMENTS NOT
X v ~ ~ ~ ~ ~~~v~ v t / / ~j / L 1 \ ~ 1 ~ \ \ \ E w ~ ~ ~ , ~ ~ / / 9 ~ / / ~ ~ - ~ V 1 ~ A NC GRID (HAD 83 /2007) \ ~ \ , ~ \ \ s \ } ~ DISCLOSED BY THE ABOVE MENTIONED ALTA COMMITMENT, IF ANY, AS THE SAME MAY
° EXISTING IRON PIPE (EIP) w ~ \ ~ _ : ~ \ ( 1~ / 1 ~ r ; ~ ~ J f ~ i I t 1 ~ a~ ~ APPEAR IN PUBLIC RECORDS IN THE OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX OFFICES.
o N = 860,613.95 ~ ~ W _ v ~-;;o ~ \ I } ( ~ ~ ~ \ I I 1 0 ~ I ~ 'v
m ~ E = 2,073,917.78 P vv'~'I' ; ~`-~r /(s A\~ ( I A v ~ ~ Gr l I ( ( ~ ~ ~ ~~1 _ / /l • /l ~ ~ ~ \ / ~ I I NWI BLITHER LIMITED PARTNERSHIP 6. UNDERGROUND UTILITIES AS SHOWN ARE BASED UPON OBSERVED ABOVE GROUND SHEEP TITLE EVIDENCE, RECORD OR DESIGN DRAWINGS AS WELL AS INFORMATION PROVIDED BY LOCAL
\ ~ , S/ 4p n \ , ~ ~ ~ ( ~ PIN N0. ~ ~1 w s / } t v ~ ~ / I 1 { ~ , oa7s-o3-22-9s~7 , UTILITY COMPANIES. THERE MAYBE ADDITIONAL UTILITIES, SURFACE OR SUB-SURFACE
co 44 „ l V A\ } ( D.B. 1124 PG. 131 ~ z r X s v ~ ~ ~ ~ } / o _ v F w v\~J 1, l l ~l1 ~ ~ FEATURES WHICH ARE NOT SHOWN ON THIS DRAWING,
RS ~ ~ ? • y ~ ~ \ J \ ~ / ~ ~ / f / \ P.B. 35 PG. 113 Q J ~ T ~ r ~ ~ ) \ ~v ~ ~ / / ~ , ~ e \ ~T RCp ~v \ ~ J3 \ N . S, , I l / /TEMPO RYC D ~ ZONING: HI ~ Q~ 7. THIS SITE IS IN ZONE "X" OF A FLOOD HAZARD AREA AS SHOWN ON FEMA FIRM MAP EXISTING C 0 ~ D I TI 0 ~ S P LA N
~ ~ \ o •3 } o \ / \ 1 ~ " ~ ~ / /DRAT c 8S ~ _ ~ , , v / / E EA3EME T y ~ o COMMUNITY PANEL NO. 3720087600K, EFFECTIVE DATE: APRIL 16, 2002
z \ ~ - i / \ / D.. 601 \ ~o ? ~ ,~o \ / , PSG. 4 3 L4i ~ o ~ ( NOTE N0. 1 ~ v1 ~ 4 / / / ~(j / / 1, 42 8. ZONING: HI (HEAVY INDUSTRIAL) - (TAKEN FROM THE BUTNER PLANNING WEBSITE)
~ \ I / ov\~ i' 429 ' _ /
~ v _ - S S~ ~ z ~J~ ~ ~ ~.SP \tiV lam/ Ej~ ~ ~ - 9. SITE ADDRESS: GATE 2 ROAD S.R. 1103 & I-85 SERVICE ROAD S.R. 1209,
z V I S24~=~ r v ~ 1\ / , 11.95 (TIE) 0 0° (R Fv~ ~ c,~ u VA ~ ~ VA 485.0 , ~ , ~ S E 5 10. TO THE BEST OF MY KNOWLEDGE THERE ARE NO ENCROACHMENTS OTHER THAN
e NC ° I w FFF _ ~ ~ _ - i ~ c. 433/ , ~ `~\ti ~ ~ 0 Rl RF ~ v 144 5A6. ~ > ~Rp 0 ( \ I ~ = NCf ~ ~ Coq J ~I (ADD111fl DED / tS WHAT IS SHOWN ON THIS SURVEY.
- l N9p cn 8 , I'Et ~ ~ ~ , 11. THE LOCATION OF THE UNDERGROUND NATURAL GAS LINES AS SHOWN TAKEN FROM FIELD
~ a C 8 (RF 2p4j \ ~ ~ ~ ~ \ \`r ~ HEADwALLs o L ©,yej F , sJ3 6,qR ~ I ~ M ~2 ~ ` ~ ~ - LOCATIONS OF EXISTING ABOVE GROUND MARKERS, THE ACTUAL LOCATION OF THESE LINES
- - - MAY DIFFER FROM WHAT IS SHOWN.
4ry R , •003 , - ; ~ - _ ~ 124g • 12. TO THE BEST OF MY KNOWLEDGE THERE IS NO APPARENT OR OBSERVABLE EVIDENCE OF ARCADIS G&M of North Carolina, Inc.
3~s , 9s ~ cp CE R uc RI) ~ CEMETARIES OR BURIAL GROUNDS ALONG BOUNDARIES AND EASEMENTS SURVEYED. 801 Corporate Center Drive, Suite 300
•Ol 834 I rn \ ~RO ER~I SN PU6 ~ 0 0 0 ~ p -g5 S B1~ Wl0 c$ 13. THIS PROPERTY HAS ACCESS TO I-85 SERVICE ROAD - S.R. 1209 AND BUSINESS PARK Raleigh, NC 27607
o I ~ ~ 3~J ~R DRIVE AS SHOWN ON THIS PLAT. Tel: [phone] Fax: [phone] www.arcadis-us.com
~ j o \ D •2J ~ C,~, v ~ I \ ~ ) ~ 14. THE WESTERN RIGHT-OF-WAY LINE OF INTERSTATE I-85 DIFFERS FROM WHAT IS SHOWN License Number C-1869
J °z ON PLAT 35, PAGE 173. DEED BOOK 601, PAGE 433 WAS USED TO RE-ESTABLISH THIS LINE AS SHOWN. N.C. DOT PLANS REFERENCED AS PROJECT N0. 8,1370201. SEAL
\ - w , > ~ v SEAL
. ~ \ N ~ ~ ~ 15, BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM ALTA/AGSM LAND TITLE SURVEY
~ o I NT FOR: RITCHIE BROS. PROPERTIES, INC. DATED SPETEMBER 10, 2010; PREPARED BY ARCADIS G & M OF NORTH CAROLINA, INC.
z ~ FR ii { Sr
~ qr o a F~ o a j 8$
NCGS - "CREEDMOOR" \
NC GRID (NAD83'~2001)
, \ N = 862,071.89
s E = 2 092 385.83' U ~ ~
F- \
N ~ \ J PROJECT MANAGER DEPARTMENT MANAGER
v N \
O D~ J. ALLEN J. BECKMAN
C~ ~ \ LEAD DESIGN PROF. CHECKED BY
a
C J. rnUKUUK J. ALLEN
O ~ ~E
~ o Z 0 200' 400' 600' TASK/PHASE NUMBER DRAWN BY
a i a ~ U VJ 00001 A. LYNCH
Q ~ SCALE IN FEET PROJECT NUMBER DRAWING NUMBER
NC410002.0001 cl so

© 2011 ARCADIS G&M, INC.
NOTES:
1. SEE SHEEP C1:0 FOR EXISTING CONDITIONS NOTES
AND LEGEND.
2. CONTRACTOR SHALL HAVE ALL ON-SITE UTILITIES
LOCATED BY UTILITY LOCATING SERV{CE PRIOR TO ANY
n, CONSTRUCTION. NOTIFY OWNER OF ANY
a~{.1. ,-G.?~~-~i ~l~v ~1:i~. ,aif~~,.~, !i3 .~:y`[~ S"(Ik '~~v. t~~i~L.....~~~....~'~......1-p'3 Diu ! t ' DISCREPANCIES PRIOR TO COMMENCING WORK.
L~C~,~i xl ti['~1~i ~.u HW~7. ~ ;~t?C~i, i.1..in. a %d^) "jn in~a C3f,~` J f i ~ „ Fr <...J. ~:~~i Gp C. Ici ~bn I~ r :E~ ~ 3. SEE EROSION CONTROL PLAN FOR CONSTRUCTION
SEQUENCE. NO DEMOLITION SHALL TAKE PLACE UNTIL
i i t ALL REQUIRED EROSION CONTROL MEASURES ARE
i Li€:, ~sT'~~5~~%~ ~Y its u~~ =E~~µ ~pc-; ~ INSTALLED.
iJ` k ~1N CO~GR °ts~ ,1i'} ~C'~~'~5" 3338-~~'j
t ~ 5') ~ ? -i' ~ - ~ w.~ l~G~'~ . , , .
. y., t; uGg~'.9..r.
X5.3 } 5,1 _ , W ~ 1 ~ ~ '1i ~ i ~ D.D. 22D, PG. u~:i ~-'w
it lrv. ~t~{C-~°.. ~ 1 ~ :=.8. 7, P:~. Ili
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~ ~ ZO~!NG: ;~I
FAY ~ ~ ~ I ~ ~ ~ ~ F,U OS7C n-~_n~,~ ~ ~g~~ ~ ~ ; ; ~ ~ , / ~ MAINTAIN 10 UNDISTURBED I ~ I ' ~
y~ ~ ~ , ~ ~ , ' ; I ~ < r ~ BUFFER ADJACENT TO PROPERLY
r' , ~ ' ~ . ~ ~ I . ' ~ I , ~ LINE, SEE GRADING PLANS
Z~I`~E~~; ~tP ! ~ I ~ / v i
of f ~ ~ ~ ~ i ~ ~ f ? / / s i
~ , ~ ' r I ~ ( 1 i ~ ~ i ~ 9 h ~ ~ € \ t r i ~ r~ / , . ~
h \ <<~~AA~ ~u
K ' ' ~ 1 1 ~ I ~ e'i" / ~ ~ ?
~ ; ~ ~ , { ~ VEGETATION WITHIN LIMITS OF ~ ~
.JJ° ~ ' ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ DISTURBANCE TO BE REMOVED, ~ . f z ~ 1 ~ SEE NOTE 3
~ 1i, ,'1- f ~ ~ 3 ' / ,,r ~ ,t j ~ ~ ~ r~~~ f ~y~C 'r~ S
t ~ 44 l h~ /
':N ~A=riC ~ I ` ~ f r ~ e t r~ E~f?~ 3, I 1 ' ~ ~ / ~ / r+~ ,~\~5~ % ~
.~a~;;~~ ~ ~ ` ~ r` s fib r ~ r ~ ~ o• A 6 MAY 2011 ISSUED FOR PERMfITING
~ r ~ ~ ~ . ~ ~ ~ 1 ~ ~ ~ 1 r ~ '
~ w.. ~ ~ ~ ~ \ ; ~ ~ ~ ' ~ ~ ' f REV. ISSUED DATE DESCRIPTION
1 r' 1 Y ~ / r ~
~ ~ MAINTAIN 10' UNDISTURBED " P•~- I~=;~ PROJECT TITLE
~.F, . ,7, , ; ~ ~ M, ~ r r r ~ ~ BUFF , I r ,r ~ - ER .ADJACENT TO PROPERTY
~ ~ i ~ 1 + ~ ~ - ~,;r; ~ ! ~ r LINE SEE GRADING PLANS i
/ ~ r t ~ ,,,h J r
f / i ~ fi, ~ , y, ~ ~ ~ ~ 3 i ~E~E~~ BUT~JER AUCT ON SITE . .
a ~ i ,r / ( € ~ i ~ ~ ti ~ \ ~ ~ ' r' f s s i ~ ~ f ~
~ ~ f t ~ / r _ WETLAND T4 BED I 3 i i ~ - R/W - EXISTING RIGHT OF WAY
~ ~ ~ ~ ~ \ ~ J ~ REMOVED, TYPICAL I 3 ~ € E ~ , 1 e l ~ t~ ~~~~ti~ SS EXISTING U/G SANITARY SEWER
i~ Zr, ~ ~ t r ~ [ ~ 1 t i t ~ ~ r. I -OHE OVERHEAD ELECTRIC LINES
'i~ tau. U: ~ _°v~ , ` I ! ~ ~ ~ ~ ~ i, ~ \ ~ ~ / / ~ I ( ~ 1 ~ ~ ~ , DEVELOPER
v 4 } i ~ - P/~ PROPERTY LINE (NOT SURVEYED) ~g ~ X_~• -R/W RIGHT OF WAY
J r I ~ ~
. ~ 3•~ X 6' CHAINLINK FENCE
r - ~ UNDERGROUND NATURAL GAS LINE
- 1 ~ r ~ ~ i ~ ~ ~ ~ I i W EXISTING U/G WATERLINE
~
~ ~ ~ ~ ~ ' A NCGS GRID MONUMENT C~ RIT~HIE BR 0S.
~ ~ ~ ~ 0 EIP, EIR (EXISTING IRON PIPE OR PIN) Auc~oneers
n , / / / ~ ~ 1 ~ . ~ 0 NPK (NEW PK NAIL)
• NIP (NEW IRON PIPE SET) -UNLESS NOTED RITCHIE BROS. PROPERTY,. INC.
~ , ~ ~ 9500 GLENLYON PARKWAY ~ CP (NO POINT sET) BURNABY, BC V5JOC6
} ~~,n ~ ~ SEWER MANHOLE
r l~. ~ 4~#~N ~ AREA LIGHT WITH POLE
~i'-;3 ~,aGi ~ ~ POWER POLE
~.8. 1 7. X51 ~ TELEPHONE PEDESTAL SHEEI• TITLE
m - . ZC `~I ~ ~ ~ $ BOLLARD
j fi , ® U/G FIBER OPTIC MARKER
~ ; ~ _ ~ ~ ® U/G GAS LINE MARKER
~ ~ ~
® WATER METER DEMOLITI0~1 PLA[`1
' 1 ` WATER VALVE
E ~ ~ ~ VET ND TO ~ ~ ~ ~ i ~ # ~ ~ ~ , r _ ~ LA BE j } ~ ' ~ y UTILITY POLE GUY ANCHOR s >
I ~ ~ ;fir REMOVED, LYPICAL~ ' ~ ` ~ 1 ~ ~ , DIP DUCTILE IRON PIPE
a ~ ~ ~ ~ j * { ~ F I ~ ~ PVC POLY UINYL CHLORIDE PIPE
. i 1 l p s ~ ~ f J~ ~ ~ ~ r G 1 ~ ~ m; ~ ~ ~.~.,,~::~.°:=r' ~ GRAVEL Alf? ASPF(ALT r~ ~C ~ , 11=~ [ CB STORM WATER CATCH BASIN -CURB INLET
r ~ .w, S : ~ , , PATW TO CBE ~ ~ / ~ . ; ~ DEMOLISHED n l « ~ • ~ POB POINT OF BEGINNING
~ ~ , ~ D.B. DEED BOOK
TION WITHIN LIMITS OF P.G. PAGE
.DISTURBANCE ~ ~ ~ t n h^ TO BE REMOVED, ~ ~ BOC BACK OF CURB ARCADIS G&M of North Corolina, Inc.
i SEE NOTE 3 ~ ~ Ott ~a ~ ~ ~ 801 Corporate Center Drive, Suite 300 BFP BACK FLOW PREVENTER Raleigh, NC 27607
~ ~ ~ gy ' - . /?~...r~.~.
CMP CORRUGATED METAL PIPE Tel: [phone] Faz: 919-854-5448 www.arcadis-us.com
RCP REINFORCED CONCRETE PIPE License Number C-1569
~ ~ ~ ~ µ 1 oz ~ ~ CPP CORRUGATED PLASTIC PIPE
~ ~ ~ ~ ~ ~ .w.M a is L U a.~ b b,y, ~ ~ C&G CURB AND GUTTER SEAL ~~~~WUU~irrJi SEAL
t- ~ ~ ~ ~ art in r J~~~ U~G UNDER GROUND CARDI~'%i~~~
N ~ ~ ~u~"• gw ~ NOTE: (MEETS AND BOUNDS FROM RECORD PLATS) E ~ ~.9~~';
Eo SEE EROSION CONTROL PLAN FOR CONSTRUCTION S ~L =
a~ s 6 p SEQUENCE. NO DEMOLITION SHALL TAKE PLACE UNTIL ALL ~ GRAVEL OR SOIL DRIVE 25497
o a REQUIRED EROSION CONTROL MEASURES ARE INSTALLED. = 7 f ' t~(1i
Y ~ UO FNGINEE~.•`•
E' ASPHALT SURFACE ''~~9~~•~••••

U ~ "t LANDSCAPE BUFFER SEAL NOT VALID UNLESS SIGNED AND DATED
(n P• ~ F PROJEGT MANAGER DEPARTMENT MANAGER
~ ~ v - J. ALLEN J. BECKMAN
N ZONE 1 STREAM BUFFER
C N O ' ~ LEAD DESIGN PROF. CHECKED BY
r-t--r-~-c, i nnnnnnv ~ . ~ ~
U• FRURUUrn J. HLLLN 0 200' 400' 600' \ ZONE 2 STREAM BUFFER
o Q) c TASK/PHASE NUMBER DRAWN BY
L E SCALE IN FEET WETLAND 00001 A. LYNCH
Z
0 L U N Q ~ PROJECT NUMBER DRAWING NUMBER
NC410002.0001 cl A

© 2011 ARCADIS G&M, INC.
UTILITY NOTES: NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN 1. PROPERTY BOUNDARY BASED ON PRELIMINARY
i i 3 OF BUTNER AND SOUTH GRANVILLE WATER AND SEWER AUTHORITY »ALTA/AGSM LAND TITLE SURVEY FOR RITCNIE BROS. (SGWASA) STANDARDS AND SPECIFICATIONS AND THE STANDARDS OF PROPERTY, INC." BY ARCADIS. SEE SURVEY FOR
THE STATE OF NORTH CAROLINA, DEPARTMENT OF TRANSPORTATION. COMPLETE LIST OF BEARINGS AND DISTANCES.
I 2. EXISTING MANHOLE TOPS VALVE BOXES SHALL BE ADJUSTED TD 2. TOPOGRAPHICAL INFORMATION BASED ON SURVEY BY ~ FINAL GRADES WHERE ENCOUNTERED. S.D. PUCKETT AND ASSOCIATES RECEIVED JANUARY 26,
~ C SPCAR LLC. 2011
ZONING: NI 3. UTILITIES SHOWN ON THESE PLANS ARE BASED IN WHOLE OR
Ek t)~ ~f ~~'rN i. 1 PARTLY ON EXISTING DRAWINGS OR PUBLIC INFORMATION. THE 3. WETLAND INFORMATION PROVIDED BY SPANGLER UTILITY CONTRACTOR SHALL VERIFY THE EXISTENCE, SIZE, AND ENVIRONMENTAL, INC.
~~zl~~ SHEET C2. 5 ~ I _ THIRD ROCK, LLC. LOCATION OF ALL UTILITIES, UTILITIES MAY EXIST WHICH ARE NOT
~ a ~ ZONING: HI ~ SHOWN. THE UTILITY CONTRACTOR IS RESPONSIBLE FOR LOCATING 4. LOCATION AND TYPE OF EXISTING WATER AND SEWER
~ - ~.~,m. _ ~ ._...w~ ~ ~ ~.,-.M.,~ C....~.~.o~.~ ~..n.~,.~. _~m. ; ~ ~ ~ ~ ~ ~ - ~ - ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO LINE TAKEN FROM AS-BUILT DRAWINGS $Y JOHN R.
ti .w...__m~. _ ~ ~ _.m~ I o THE CONSTRUCTION SITE WITHIN THE LIMITS OF HIS EXCAVATION. McADAMS DATED NOVEMBER 14, 2001 AND REVISED ~.~...._T __.__w._~.... THE EXCAVATING CONTRACTOR SHALL BE RESPONSIBLE FOR
- 50' S{DE SETBACK ~o ~ ; ( ; ~a~~~~'~ t~~;..~., ~ , , ~ ' ~ ~ MAY 22, 2007. REPAIRING AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED
~ y°o DURING CONSTRUCTION 5. CONTRACTOR SHALL HAVE ALL ON-SITE UTILITIES
a ~ - ; ~ _ 2 z 4. THE UTILITY CONTRACTOR SHALL PROVIDE ALL INCIDENTAL LOCATED BY UTILITY LOCATING SERVICE PRIOR TO ANY
_ os~~~ _ z ~ ~ s MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE CONSTRUCTION. NOTIFY OWNER OF ANY
~r~ ~ ~ ~ r ~ s INSTALLATION OF THE PROPOSED UTILITIES. DISCREPANCIES PRIOR TO COMMENCING WORK.
-o ~ STORMWATER POND i ~ ~ ' i. ~o ~ 6. FIELD ADJUST VALVE BOXES AND MANHOLES TO MATCH
- m ~ I - - ~ - ; ` ~ • " FINAL GRADES.
m ~ ~ ~
~ / ; ~ ~ i v ~ 5 7~ 5~ 7. SEE PLUMBING PLANS, BY OTHERS, FOR EXACT
- f~~ A~._.:~ - . I ``o i'~ LOCATION DF UTILITY CONNECTIONS INTO THE BUILDING.
~ ~ 2~ 8. SEE UTILITY DETAIL SHEETS FOR ADDITIONAL
; ( i ~ _ ~ ~ INFORMATION.
~ ~ _ STDRMWATER POND i~ ~
- o - ~ , . 9. ALL SIGNS TO BE PERMITTED SEPARATELY.
N E ~t ~ I I 1 I I I_ I I I I_ I 1 I I ' , f~ ~i
z ~ ~ ~ - _ ~ ~ ~ SHEET C . .
23 _ ~ ~ ~ _ so _
I ~ ~ ~ ~ ~
c? ` ~ ~ ~ ,
- ° - Sp~ REFURBISHMENT BUILDING - 'L Q~ ~
F S `h,
q~ SHEET C2.1
~ - _ -
~a ~ ~
50 TYPE C ~ ' ~ ~ ~ , ~
- - LANDSCAPE BUFF ~ ~ - - / ~~Q ~~5
,r ~ ~ v~ ~ ~ - CHECK-IN BUILDING ~
L: r~ , ~ ~ o ~ B 6 MAY 2011 ISSUED FOR PERMUTING
~ i 1. \ ,TJ~;,~` z ~ I ~ - CUL-DE-SAC IMPROVEMENTS - ~ a
- - ~ "."~~,i ~ p PART OF CUL-DE-SAC - ~~1 ' , ~ tio~ 'E ~ A 1 APR 2011 ISSUED FOR OWNERS REVIEW e~
N Ro ~ - - ~ CONSTRUCTION PLAN zm\,~f ~ , r, ~ ~ , , ,
~~~z~-.. e.~.1~ ~ / n ~ % REV. ISSUED DATE DESCRIPTION
~ I r - ~ ~>oh ~ ~ - ~ ~ , ,r,~- ~ F r PROJECT TITLE
~ ~ , I t ~f r ~ i~ i
~ ~ ~ , ~ ~ / ~ ~ ?
J ~ ~ ~ . - r~' ~~f~~~~~ LOADING DOCK - ~ ~ i _ _ ~ _ . , ~,.,a
p J BUTLER AUCTI0~1 SITE
m ~ ~ _ ~ . i g _ ~ \ ? ~ 2 I , _ Q. (L
w _ o g' ' ~ Z ~ ~ ~ DISPLAY AREA , I i ~ ~z~ l~
" °n ~ - ~ ' STORMWATER POND ~ ~ ~
~ LEGEND
- m ~ ~ ° ~ 80' FRONT ' ~ . ~O m ~ a.~ ~ DEVELOPER ~ .
~o ~ i~ ~ ~ SETBACK " ~ ; ~t
U ~ ~ ~ - ~ ~ ~ / ; ; 4
v ~ I ~ " ~ i I ~~..i ~c~. SS PROPOSED SANN'ARY SEWER GUY ANCHOR
a "u„ ~ ~ ~ ice, e, I h.i ~ M, ~ ' c~... EXISTING SANfiARY SEWER ~ UGHT FIXTURES
~ ~ - ~ EUENT PARKING ~ -
~ - ~ l i - i f` G PROPOSED GAS LINE ~ ITCHIE 6RC) VALVE ~ •
( n
~ m ~ - ~~A\_ ~ ~ ~ O ~ 1 I _ _ l~ ~.I~~ EXISTING GAS uNE Auctioneers ~ FDC
N / g _ o ~ ; - ~ ~ W PROPOSED WATERLINE RITCNIE BROS. PROPERTY, INC.
? ~ - w - z ~ DISPLAY AR , ~~z ~ z _ ~ REDUCER 9500 GLENLYON PARKWAY
J ;U ~ ~ J ~ C7 1 ~ - ~ - ~ ~ _ _ < ~ _ _ _ EXIS~NC waTERUNE ® P~ BURNABY, BC V5JOC6
~ - _ ~ -
~ ~ _ om(,~ ~ ~~r Iz T PROPOSED UNDERGROUND 1ELEPHONE ® WATER METER
z _ ~ ~ 5 ~ o _ ~ 9 9 ~ ~ EXISTING UNDERGROUND TELEPHONE DUCT BANK p~
N _ ~ U ~ 7 A '""l.`,. ~ C~ gFp SHEET TITLE
m i I f E PROPOSED OVERHEAD ELECTRICAL
~ ~ ~ AUCTION BUILDING ~ ~ ~ Gt7~ PROPOSED PLUG VALVE
vl ~ EXISNNG OVERHEAD ELECTRICAL
~ _ `S~D ~ i - ~ ~ ~ 1- ~ _ r Q ~ F `~t ~ Q ~ ~ ~~j UNDERGROUND ELECTRICAL A ~,RE OUERA~~ SITE LAYOUT
~ ; ~ C DISPLAY AREA o 0 9q 1 ~ Q ~ j f Ck . ~ ~ Q ~ , ~ uGHT POLE ADD UTIL TY PLAN
z > - ~ 2 p _ _ ~ ~ O i ~i - ~ Z h PROPOSED STORM PIPE
_ ~ ~ J _ ~ _ SHEET C2.6 ~ _ ® CLFANOUT
T~ ~ ~ > ~ ~ ~ _ ° ~ - ~ - ~ EXISTING STORM PIPE T'
f z o , ~ SANITARY SEWER MANHOLE
i _ y ~ CLARENCE W. GODWIN IR IR IRRIGATION CONDUIT
_ _ _ ~ ~ ZONIP U cue u ~ ' I r" ~ f ~ ZONING: HI STORM SEWER MANHOLE
i L STORM INLE(S
N ~ 11 J ARCADIS G&M of North Carolina, Inc.
8D1 Corporate Center Orive, Suite 300
~ ~ ~ k k ~ ' ~ "w,, ~ ~ _ o~ Raleigh, NC 27607
00 ~ - , N O _ Tel: [phone] Faz: 919-854-5448
O - O ~ i www.arcadis-us.com
License Number C-1869
CO Z I - 1 SEAL SEAL
4- CJ ~ ~ -
p - h"'°"` ~.....s. R.~ ~~°o~`~N CA j~
N ~ i~
~z ~ - THIS P LAS I~ SHEET 2 - - C.4 ~s PLAi~ IS PROU DED TO ILLUSTRATE THE E ~
o~ ~ PRC BALL PROJECT. REFER TO SUBSEQIJEI~T 2549
"
- SNEE TS E _ - SHEETS FOR DETA EED [\IFOR(~AT 0~1. '-%,;o~~,FcN~~~...~~~?,~
~ z~ . - SHEET C2. ~~''~,~THAN ~A. P~~
2 '~m«,nlunn~~~
SEAL NOT VALID UNLESS SIGNED AND DATED
J \ PROJECT MANAGER DEPARTMENT MANAGER
i N y J. ALLEN J. BECKMAN
O ~ C LEAD DESIGN PROF. CHECKED BY
~ ~ J. PROROCK J.ALLEN
O
c
O v i 0 200' 400' 600' TASK/PHASE NUMBER DRAWN BY
1 v Z 00001 A. LYNCH
b i v m U N SCALE IN FEET PROJECT NUMBER DRAWING NUMBER
QZ3 0
NC410002,0001 CIO

©2011 ARCADIS GBcM, INC.
~ ~ ~ , ,
I I~ I I~ I i~ i l ~JF~fY ~ I i~ l l I I I I I IF:~ i l k}„ I I l~ t i T ~ 3: ti NOTES:
~ _ ~ r _ ~ - 1. SEE SHEET C20 FOR SITE LAYOUT AND UTILITY NOTES - AND LEGEND.
1;` ~ r ~ - ..a..~ ~ ~ f r i t ~ c, n
~ t ~ ii ~ { ~ ~ f
I
- ~ ~ ` - ~ ~ ~f F Y,~r f 44 t ~
~ ~ t ~ r.
~ ~ ~ ~ ~ 7)~~
t ~i / f 30' ZONE 1 -
a~ ~ ~ ~ t j fI C _ SSS f P f f RIPARIAN BUFFER
~ / ~ ° ~ , ~ ~ ~ CUL-DE-SAC IMPROVEMENTS PART OF l i . . \ 1 - ~ ~ CUL-DE SAC CONSTRUCTION PLAN ~ I
~ ~ t - - ~ z ~ ~ ~ „ ~~r ~ ~ - , RPARANEBUFFER -
gg a ~ ~ f d ~ t t ` J t" ~ ' 1
I ~ LV ~ ~ ~ - ~ 1 i 1 £kl ~ I ~ -
ST~NC ~ ~ ~ i - ~ L - ~ SANIIq 8 D( ~ M ~ ~ ~ - ~ 1
~ RY Sf ~ ~ ~ [ t ~ - ~ P~~'~ ~ f /
~ i MFR i f , ~ ~ - - ~ «a
~ ~ ~ t - ~ ~ ~ - f t n ~ r ~ ,r
- ~ ~ ~ ~ j ~ ~ , w • l a
, N l - 8 x 2 REDUCER , i .ti
~ ~ i - ~ - - ~ _ a._;, _ ~ ~ ~ ~ ~ 1 k f
~ ~ G r
~ SEE ENLARGED SITE ~ , ~ ~ - f t 5 ~\I .r`f r
2 -0OMESTIC METER ERIFY) 0 8 PVC WATER LI PLAN ON THIS SHEET ~ _ ~ _ ~ ~ ~ _ NE ~ ~ ~ f ~
- ~ _ ~ DIRE ZONAL SIGN 48,0'
~ ~ ~
i HEAVY DUTYASPHALT ~ ~ ~ ~ ~
_ DOMESTIC BACKFLOW PR =ENTER ~ - _ ~ ti PAVEMENT, SEE DETAIL ~ ~ ~ ~
ON SHEET C5.1 ~ ~
~ g S~ - i ~ O ER 1
f Q~ _ ~ ~ ~ ~ ~ ~ J ~ - ~ / / .r~ 1 ~ -
RPZ BACKFLOW
~ PREUENTER 100 STREAM BUFFER ~ _
- I{ ? _ ~ ~ w
! ~ - ~ Q ~ ~ ~
W ' - ~ ~ ~ ~ ~
{ O f ~ ~ /
1 i ~ ~ r' 1 4 Cu t~
0 20 40 60 / ~ r N ~ ~ STORMWATER WET POND, ~ ~ I r ~
HEAVY DUTY ASPHALT F , SEE GRADING PLANS
SCALE IN FEET PAVEMENT, SEE DETAIL ~ ~ ON SHE~T C5.1 ~ ~ ~ _ ~ B 6 MAY 2011 ISSUED FOR PERMITTING
i 5p.~' co
S£~ 4 , Sy~~. 1 •0 A 1 APR 2011 ISSUED FOR OWNERS REVIEW ~ ~ ~ r{ _ ~ ~ _
1 X29 i ~
~ \ ~ ~ ~ ` ~ REV. ISSUED DATE DESCRIPTION
r 1 / ,~s ~ _ PROJECT TITLE
I~
, ~ -
~ J tl ~
j ~ : -
r 1 ~ 3 , ~~g BUTNER AUCTION SITE
~ ~ f i l~
r
f I~ ! ' ~ _
GRAVEL EVENT PARKING ~
1 f ~t N
1 1 ~ ~ _ ~ DEVELOPER
L ~ f o~ W
T v ~ t j~ ' _
m:-' 1 ~ ~ ~ i W
o j a~ a ~ ~ ~ ~ ~ s
N 16' GATE ~ GRAVEL EVENT PARKING - ~
O tT a' t _ pos.
r ~ ~ ~ t ~
U~ f ~ ~ Auctioneers ~ ~ 1
- RITCHIE BROS. PROPERLY, INC.
~ ~ z ; a ~ ~ x 6 HIGH CHAIN LINK - 9500 GLENLYON PARKWAY
F % ~ ~ ~ ~ ~ } ~ ~ FENCE WITH BARBED WIRE ~ BURNABY, BC V5JOC6 ~ ~ -
° ~
g ~ VEGETATED AREA _
w ~ ~n i cn t . ~ ~f
~~~""'^,..w. f f S ~i SHEET TITLE
N r. \ v ~ SEE SHEEP C2.9 FOR SIT ~ -
m f LAYOUT AND UTILITY INFORM ION m
~ FOR CHECK-IN BUILDIN i GRAVEL EDGE
z - SITE LAYOUT AND
3 \
? f f ' UTI LlTI ES PLAN 1
I Z ~ 0 ~'3 t 1 -
~ ~ ~ f -
STORMWATER WET POND,
~ ~ ` o ~ SEE GRADING PLANS F ~ rr -
U ~ ~ r i W ~ _ ~ ~
N V ~M~ E o ~ l/~~Q ~ o
° m t.'~! r 4l ~ o t c~ _ ARCADIS G&M of North Carolina, Inc. 801 Corporate Center Drive, Suite 300
C.O. INV. = 356.47 00 O~ e U ~ ~ Raleigh, NC 27607
~ J f ~ J O ~ ~N f ' h e Tel: [phone] Faz: 919-854-5448
O O ~ ~ ~ f O~ ~ _ www.arcadis-us.com
N p 1 ,(L License Number C-1869
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SEE SHEET C2.2
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SEE SHEET C2.4
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©2011 ARGADIS G&M, INC.
NOTES:
o f~ • 1. SEE SHEET C2.0 FOR SITE IAYOUT AND UTILITY NOTES AND LEGEND.

0
6" PVC SANITARY SERVICE LINE ~ 2 1/2" 0 2 1~2" DOMESTIC WATER LINE

2" FIBER OPTIC CONDUIT TO CHECK-IN BUILDING 6" DI f 6" DI FIRE WATER LINE

C.O. INV. = 365.03
0
GRAVEL DISPLAY AREA GRAVEL DISPLAY AREA
f~
0
RAILING/BARRIERS
EDGE OF ASPHALT (NO CURB)
BACKBOARD
0
~i
~

SEE ARCHITECTURAL ~ ~ ~ 6' HIGH CHAIN LINK FENCE
PLANS FOR RAMP o PAINTED STRIPING WITH BARBED WIRE
NOTES AND DIMENSIONS ;Y, ~ HEAVY DUTY ASPHALT 24.0'
x----"x"-'"x
X X X X XX.° ° a K x ° doa'°• • n v a °X ° 4 X X X e -x B 6 MAY 2011 ISSUED FOR PERMITTING
a °
' " ~ C.O. INV. = 365.74 a A 1 APR 2011 ISSUED FOR OWNERS REVIEW
x x x x x~ a p.
x ~ ~ o a'
° II REV. ISSUED DATE DESCRIPTION PROJECT TITLE
3' FENCE m N (2} 15' SWING GATES I
d
a I
0
BUTNER AUCTION SITE
100 LOT COMPOUND 6" CURB - 6" CURB
CONCRETE WHEEL STOP,
TYPICAL; SEE SHEEP C5.1 ~ I
8.0,
0 5.0 A ~ DEVELOPER. A m ~
~ N RI m . a ~ n ~ m
o ~ ROOF LEADER. DRAIN II
SEE SHEET C3.7 p, ' ' m 2 0 30.0 30.0' 30.0' 20.0' s
o x x x x x ~o ~r--.~~
N a W J 120.0' B-B ~ IT~HIE 6R
° GAS METER, SEE PLUMBING COORDINATE LOCATION OF WATER AND ~ ~ a PLANS FOR EXACT LOCATION SEWER CONNECTIONS WITH PLUMBING BUILDING MOUNTED FIRE w ~ ~S.
AND FIRE PROTECTION PLANS DEPARTMENT CONNECTION ~ 3 w
~ /FDC SEE PLUMBING AND ° W ~ z z ~ Auctioneers J
~ GENERATOR, SEE FIRE PROTECTION PLANS • n ~ RITCHIE BROS. PROPERTY, INC.
o ELECTRICAL DRAWINGS SEWER INUERT = 367.16; ~ CONCRETE WHEEL STOP, ~ o a Q 9500 GLENLYON PARKWAY
a COORDINATE WITH _ ~ i- PLUMBING PLANS TYPICAL; SEE SHEET C5.1 a c ~ w DUMPSTER/RECYCLING TRANSFORMER, SEE cn o ~ FLAG POLES ~I I BURNABY, BC V5JOC6
° ELECTRICAL DRAWINGS ~ ENTRY ° , a ~ o x x x x x x
w ° I I
r I SHEET TITLE
N • o ad ° a. a d ° ° U
I ~ ~ • ~ ~ a a m 6 FENCE SEE DETAIL
m N OPEN AIR COMPOUND ° ° ° ~ ON SHEEP C5.1 ° r M L1
cn ~ ° . ~ Q C,O. INV. C.O. INV. = 366.45 SITE lAYO OJT AN D
Z • ~ N o ~ a
Q ~ ~ o . ~ UTILITIES PLAN -
o 50' SIDE BUILDING SETBACK 6" CURB 14 SPACES AUCTION BUILDING
~ _ _ ~ ~ _ .._._......_.w w.._._.._..... _
~ o _ ~ C.O. INV. = 365.63 ~ o ~ o C.O. INV. - 367.06 10.0 TYPICAL o ~ 18" CURB AND GUTTER, SEE
z N N 8 HIGH CMU SCREEN WALL; N STALL WIDTH N HEAVY DUTY PAVEMENT ARCHITECTURAL PLANS
a SEE ARCHITECTURAL PLANS COORDINATE ROUTING OF GAS _ BOLLARD, TYP, SEE C.O, INV. - 366.96 i ~ SERVICE WITH PSNC ENERGY
~ ARCHITECTURAL PLANS ~ 14 SPACES
~ at---~ Eo
ro m` W SEE ELECTRICAL PLANS ARGADIS G&M of North Carolina, Ina. 801 Corporate Center Drive, Suite 300
~ FOR ROUTING AND ~ mU 1 0 Raleigh, NC 27607
i ~ ~ ADDITIONAL INFORMATION N BOLLA D, TYP. SEE ~ ~ ~ ARCHI ECTURA PLANS Tel: [phone] Fax: [phone]
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O Tr license Number C-1869
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SCALE IN FEET NC410002.0001 C2,7

©2411 ARCADIS G&M, INC.
NOTES:
1, SEE SHEET C2.0 FOR SITE LAYOUT AND UTILITY NOTES AND LEGEND.
P a ~ ~ P >L
6' HIGH CHAIN LINK FENCE GRAVEL EDGE
WITH BARBED WIRE

6' HIGH CHAIN LINK FENCE GRAVEL EDGE
WITH BARBED WIRE
~ ~ ~ ~ ~ ~ 50' SIDE SETBACK
J O
8 6 MAY 2011 ISSUED FOR PERMITTING
GRAVEL DISPLAY AREA
A 1 APR 2011 ISSUED FOR OWNERS REVIEW
CONCRETE APRON,
TYPICAL REV. ISSUED DATE DESCRIPTION
a 4 $ PROJECT TITLE
•°s
da. • •
d . ° a
d ° ° d ~ ~ ~ • ..a .
BUTNER AUCTION S TE
d d ° a
d . . d..:° ENTRANCE TRANSFORMER, SEE ELECTRICAL ° ° . d ; d 'd ~ ° ° , REFURBISHMENT BUILDING EXIT ' .a
Q, ° d a . ° PLANS FOR EXACT LOCATION a:
°8 ~ ~ a ' ' ° ~ d ` ' ~ ° AND SERVICE ROUTING FFE = 364.00 a a
d a
SEWER INVERT = 360,50; C,O. INV; - 360.43 DEVELOPER
d: ; ` d COORDINATE WITH GRAVEL DISPLAY AREA , ° a. ' : 4 ~ d P ° ° a a -a ' . PLUMBING PLANS
6 ~ ~ ° °
T ~ d ° d' m.- a d ° ° d •d . ' BOLLARD, TYP. SEE
d.. d ° d , . COORDINATE LOCATION OF WATER AND o , ° d... : a . , ' ; ' ' ; ' . ' d ARCHITECTURAL PLANS
T . ° a , a . ° . , ° SEWER CONNECTIONS WITH PLUMBING ° ~ 1 ad d ' ' ° e a d ; . AND FIRE PROTECTION PLANS
o °a d. d.. a d : ~ • • • Q. d. • • • C~ ~ITCHIE 6RC)S.
' MUD STORAGE FH
~ d'd„ ~ CONCRETE WEIR SYSTEM OUTLET, a °4 ..a °a , . a ° ' Auctioneers
SEE STRUCTURAL PLANS GAS METER, SEE PLUMBING ° ~ ~ ~ : ~ ~ ~ . ~ ~ ~ BUILDING MOUNTED M M M 1.5" DOMESTIC WATER LINE M M RITCHIE BROS. PROPERTY, INC.
° FIRE DEPARTMENT M o PLANS FOR EXACT LOCATION d 8 - M M M M M 9540 GLENLY4N PARKWAY
z a ~ CONNECTION (FDC) 4" DI FIRE WATER LINE BURNABY, BC V5J4C6
o SS - ~ C.O. INV. = 358.96
g CONCRETE PAD FOR ~ ~ 6" PVC SANITARY SERVICE LINE
w VENDOR EQUIPMENT; C.O. INV. = 360.16 16 y~
COORDINATE WITH OWNER ~ SHEET TITLE C.O, INV. = 359.56 TRAFFIC BEARING CLEANOUT,
N TYPICAL IN GRAVEL AREA
U I
m m
i COORDINATE ROUTING OF GAS ~ SERVICE WITH PSNC ENERGY S TE LAYOUT Af~D
z
a PAINT STORAGE BUILDING, SE ~ ARCHITECTURAL PLANS AGE BUILDING, SEE UTILITIES PLAN - iAl PLANS
0 z REFURBISHMENT BU LDING
a
z
0 U

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a Mm ARCADIS G&M of North Carolina, Inc. 801 Corporate Center Drive, Suite 300
o GRAVEL DISPLAY AREA
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z NOTES:
1. SEE SHEET C2.0 FOR SITE LAYOUT AND UTILITY NOTES
AND LEGEND.
~~~~_.M
" f

°M"`"'°,°.a
I ~w
}
5 , 6 NIGH GRAIN LINK FENCE ~ ~ p SIDE g WITH BARBED WIRE
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t.... __.T._._.__m

GRAVEL DISPLAY AREA i
i
I
~ ~ I
t COORDINATE ROUTING
OF GAS SERVICE
j WITH PSNC ENERGY 1.5 DOMESTIC WATER I 2" DOMESTIC WATER (VERIFY)
M M M M M M M M M M M M
M M M M M M M M M ~M M M M M^
4" DIP FIRE WATER LINE UTILITY TRANSFORMER, 8" DIP FIRE WATER LINE COORDINATE WITH
I ELECTRICAL PLANS
8 6 MAY 2011 ISSUED FOR PERMITTING
x x x x x x x x x x x
GRAVEL-~''" ° f ~ ASPHALT EDGE A 1 APR 2011 ISSUED FOR OWNERS REVIEW
GAS METER, SEE~w~~~~ ~.__,_w~
~ GATE ARM ~ ~ PLUMBING PLANS FOR o REV. ISSUED DATE DESCRIPTION N
EXACT LOCATION ~ o HEAVY DUTY ASPHALT o INBOUND
N 26' SLIDING GATE A 26' SLIDING GATE PROJECT TITLE
CON ~ ° HEAVY DUTY ASPHALT J CONCRETE WHEEL STOP, f
Q Z o SEE SEE DETAIL ON SHEET C5.1
~ COORDINATE LOCATION OF WATER P,.:. . MH1 o BUTi~ER AUCT 0~1 SITE
~ ~ AND SEWER CONNECTIONS WITH ~ w o w Q ° PLUMBING PLANS p RIM ELEV = 359.25 N
~ ~ INVERT IN = 353.88 N = .6 _
° FFE =362.00 CHECK•IN BUILDING P 0 s ~ 1 1~2~. SEWER INVERT = 359.00 FFE = 364.00 ° .
N a DOMESTIC _ COORDINATE WITH N
° WATER ~ PLUMBING PLANS ° C.O. INV. = 357,16 ~ ~ ~ ~
M , 8:. L DEVELOPER
o T
T W 26' SLIDING GATE iLIDING GATE SA~~TPR`! SEER I~NE ~
m.- S.S o 4 PVC SANITARY o GATE ARM ARM pVC
d OUTBOUND SERVICE LINE N 5
~ 2 qgE HEAVY DUTY ASPHALT a ~ eUl R oplr o~ _ ~/'s ASPHALT EDGE
CD1NG l C ~pND C.0. INV. - 361.55 o~ 0 CH Ull F ~ IT~HIE 6R~S.
~ fCK,rN ROM AU o SS o~ BUI Clip GRAVEL
C.0. INV. = 356.65 CD1NG N C.0. INV. = 359.10 ~ ~ air o'~ x x x x x v „ SS 0~ x x Auctioneer
~ ~ 6 pip RITCNIE BROS. PROPERTY, INC.
0 o SAN1lpR o~~ SS z Y SERUI 9500 GLENLYON PARKWAY
~ ~ CF UN '~o~ o~ 6 HIGH CHAIN LINK FENCE ~ E ~ ` WITH BARBED WIRE BURNABY, BC U5JOG6
o TRAFFIC BEARING o,~ SS
g CLEANOUT, TYPICAL IN v w GRAVEL DISPLAY AREA.
~ 100' MAX. SPACING t 1 C.0. INV. = 356.05"
i ( ) , L m SHEET TITLE
N ~ MH2
RIM ELEV = 361.25 m
~ 4" INVERT IN = 356.80
~ GRAVEL DISPLAY AREA 6" INVERT IN (SW) = 355.80 z ° ~ „ S TE LAYOUT A~1D
Q 6 INVERT IN (SE) = 355.80
~ INVERT OUT = 355.60 0 UT CITIES PLAN -
o ~ ~ ~ v CHECK- N BUI~DI(~G
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z o STORMWATER POND
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E o JV ARCADIS G&M of North Carolino, Inc.
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i Tel: [phone] Fax: [phone]
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00 ~ License Number C-1869
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NC410002.0001 C2,9

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NC410002.0001 02.10

©2011 ARCADIS G&M, INC.
DRAINAGE SCHEDULE
GRADING:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, TO THE LATEST EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND STRUCTURE DATA DOWNSTREAM PIPE DATA NOTES: DOT) ROAD AND RIM SIZE LENGTH UPSTREAM DOWNSTREAM
BRIDGE SPECIFICATIONS, THE NCDOT ROAD AND BRIDGE STANDARDS. N0. ELEVATION TYPE IN. FT INVERT INVERT DESCRIPTION 1. PROPERTY BOUNDARY BASED ON PRELIMINARY
A-1 364,50 JB 60 58 350.07 349.55 NCDOT STD. 840.31 "ALTA/AGSM LAND TITLE SURVEY FOR RITCHIE BROS.
2. THE SITE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND SHALL NOTIFY THE CONSTRUCTION MANAGER AND ENGINEER OF ANY CONFLICTS DISCOVERED. THE SITE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) HALL NOTIFY THE A-2 365.00 DI 54 st 351.19 350.57 NCDOT STD. 840.17 PROPERTY, INC." BY ARCADIS. SEE SURVEY FOR OR NOT SHOWN) A-3 363.10 DI 48 87 352.48 351.75 NCDOT STD. 840,17 COMPLETE LIST OF BEARINGS AND DISTANCES.
WITHIN. SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE SITE CONTRACTOR SHALL REPLACE THEM AT HIS OWN EXPENSE. A-4 361,50 DI 48 169 353.64 352.48 NCDOT STD. 840.17
A-5 361.50 DI 48 75 354.39 353.83 NCDOT STD. 840.17
3. THE SITE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE SITE .CONTRACTOR SHALL USE SILT FENCES (OR OTHER METH APPROVED BY THE ENGINEER AND GOVERNING AUTHORITY) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. SITE (OR OTHER METHODS A-6 362.50 DI 48 255 356.33 354.39 NCDOT STD. 840:17 2. TOPOGRAPHICAL INFORMATION BASED ON SURVEY BY 1ES, SITE A-7 364.50 DI 30 362 359.80 356.50 NCDOT STD. 840.17 S.D. PUCKEIT AND ASSOCIATES RECEIVED JANUARY 26,
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. SITE CONTRACTOR SHALL REMOVE ALL REMOVE ALL A_g 365.50 DI 24 222 362.20 360.30 NCDOT STD. 840.17 2011
TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVEI IOWTH TO PREVENT A-9 367.50 DI 24 194 364.20 362.20 NCDOT STD. 840.17
EROSION. A-1o 371.50 CB 18 224 366.94 364.70 NCDOT STD. 840.02 3. WETLAND INFORMATION PROVIDED BY SPANGLER
` 4. THE SITE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION A-11 371.50 C8 15 125 368.44 367,19 NCDOT STD. 840;02 ENVIRONMENTAL, INC. CONSTRUCTION A-12 364.12 DI 24 287 357.06 354.48 NCDOT STD. 840.17
PHASES. A-13 363.50 DI 24 133 359.50 358.18 NCDOT STD. 840.17 4. LOCATION AND TYPE OF EXISTING WATER AND SEWER
A-14 364.50 DI 24 301 360.50 357.29 NCDOT STD. 840.17 LINE TAKEN FROM AS-BUILT DRAWINGS BY JOHN R.
5. THE SITE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE COMPACT AND MOISTURE CONDITION ALL FILL PRIOR TO PLACEMENT. ~ ~ ~ ~ v ~ ~ ~ ~ ~ ~ , A-15 357.50 FES 24 77 357.50 356.76 McADAMS DATED NOVEMBER 14, 2001 AND REVISED
iv ~3~'`~7'~ 4"' E 5a.~~` ~"~w~ SHf ET C3.5 6. GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. A-16 362.70 DI 24 177 358.90 357.14 NCDOT STD. 840.17 MAY 22, 2007. A-17 361.30 FES 15 162 361.30 359.25
j - A-18 362.50 DI 3D 65 352.34 351.70 NCDOT STD. 840.17. 5. CONTRACTOR SHALL HAVE ALL ON-SITE U1ILITIES
7. SITE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND APPROVALS PRIOR TO CONSTRUCTION. w ; ~ ~ _,.._.e,m,~...,..._ ~ k ~aw r A-19 360.50 DI 30 97 353.57 352.88 NCDOT STD. 840.17 LOCATED BY UTILITY LOCATING SERVICE PRIOR TO ANY
.T, .~W_ m_____ ---w-.. 8. REFER TO EROSION CONTROL PLAN SHEETS FOR EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. A-20 359.50 DI 24 205 355.50 354,07 NCDOT STD. 840.17 CONSTRUCTION. NOTIFY OWNER OF ANY
~ ,..mom , 1 - DISCREPANCIES PRIOR TO COMMENCING WORK.
I< 9. NO TREE WITHIN THE TREE PROTECTION AREA SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREE' SHALL BE PRESERVED WHENEVER POSSIBLE. EXISTING TREES B-1 354.75 DI 42 90 348.54 348.00 NCDOT STD. 840.17 B-2 355.50 DI 42 189 349.86 348.54 NCDOT STD. 840.17 6. ALL CONSTRUCTION TO BE PERFORMED IN
~ ~ B-3 356.50 DI 36 179 351.60 350.36 NCDOT STD. 840.17 ACCORDANCE WITH TOWN OF BUTNER, GRANVILLE
It 1 ~ ~ _ , . , ~ - 10. REFER TO GEOTECHNICAL REPORT PROVIDED BY THE OWNER FOR A DETAILED DESCRIPTION AND GUIDANCE ON THE PLACEMENT OF STRUCTURAL FILL ON-SITE FOR BUILDING ~E FOR BUILDINGS AND B-4 358.50 DI 30 226 353.81 352,10 NCDOT STD. 840.17 COUNTY, AND SGWASA STANDARDS.
- ~ ~ - FILL MATERIAL B-5 360.50 DI 24 192 356.70 354.65 NCDOT STD. 840.17 B-6 355.80 DI 24 99 351.19 350.50 NCDOT STD. 840.17
~ ~ ~_r ' ; , , . STORMWATER POND 11. THE SITE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFELY DURING ALL PHASES OF CONSTRUCTION. B-7 356.50 DI 24 291 353,20 351,19 NCDOT STD. 840.17
i - z~ ' ' - B-8 359.40 DI 18 294 356.65 353.70 NCDOT STD. 840.17
_ ~ ~ ~ 1~ - 12. THE SITE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSTIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS. GRATE INLETS. B-9 362.50 DI 15 322 359.50 356.90 NCDOT STD. 840.17 B-10 353.50 FES 18 24 353.50 353.26
'k \ . .1 13. THE SITE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALlATiON OF THE STORM DRAINAGE.
- C-1 354.50 DI 60 158 340,94 340.00 NCDOT STD. 840.17
- ~ ~ ' ~ ~ ~ - 1 . MA R ALS C C T ON C AN I S L D I ACCOR TO _ ~ 4 TE I SHALL MEET URRENT ANO ASTM SPE (FICA I 14 D N TA LE N DANCE CURRENT CONCRETE PIPE HANDBOOK. \ ~ L C-2 354.50 DI 54 210 343.61 342.14 NCDOT STD. 840.17
. A t ~ C-3 354.50 DI 54 193 345.60 344.21 NCDOT STD. 840.17 C-4 356.50 DI 54 148 347.16 345.60 NCDOT STD. 840.17
.0' l i; . ~ STORMWATER POND C-5 357.50 DI 48 214 349.80 347.96 NCDOT STD. 840.17
C-6 359.10 DI 42 241 353.60 350.60 NCDOT STD. 840.17
C-7 364.50 DI 36 332 358.20 354.10 NCDOT STD. 840.17 C-8 367.50 DI 30 277 361.48 358.70 NCDOT STD. 840.17
x Z ~ C-9 371.50 DI 24 289 364.85 361.98 NCDOT STD. 840.17 - t
SHEET C3.3 _ ~ ~ ~ ~ - so~ C-10 371.50 DI 18 131 366.66 365.35 NCDOT STD, 840.17 -
' s C-11 370.50 DI 15 114 368.05 366.91 NCDOT STD, 840.17 `
I ~ ~.~F S ` ~ ~ ~ ~ ~e ~ ~ .q~~ C-12 360.50 DI 36 281 355.50 352.50 NCDOT STD. 840.17. C-13 364.50 DI 24 281 360.50 356.50 NCDOT STD. 840.17
~ - ~ ~ ~~t ~ ~ C-14 360.10 FES 24 238 360.10 356.50
- N ~ ~ ~ ~ ~ i ~ ~ ~ i ~ ~ C-15 372.65 DI 15 72 369.00 365.35
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~ , ~ ~ ~ ~ e r -
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i ~ ~ ( ~ LI = LANDSCAPE INLET FLOW y
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~ Y, e ~ 1, t / l ,pry v``. * =EXISTING -CONTRACTOR TO VERIFY REV. ISSUED DATE DESCRIPTION
~ , , ~ ~ ~ ~ f ~ CHECK-IN BUILDING - PROJECT TITLE 1. ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.
~ , ~ . av ~ ~ 2. STRUCTURES SHALL BE TO NCDOT AND/OR TOWN OF BUTNER STANDARDS.
t - i - 1 , ~ r 1 t ~ , ~ ` r 'r r o. 1 3. ALL DROP GRATES SHALL BE NCDOT STD. 840.22
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RITCHIE BROS. PROPERTY, INC.
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801 Corporate Center Drive, Suite 300
t, ~ ~ ~ Raleigh, NC 27607
i 1 ~ ~ ~t ~ - i ~ a ~ ~ ~ ~ Tel: [phone] Fax: [phone]
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BYPASS CHANNEL
SEE SHEET C5.4 2. MAINTENANCE ACCESS FOR STORMWATER WEf PONDS
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i~ ? ~`k f'~ ~ ~ ` ~ ~ ~ LEVEL SPREADER - THE SITE'S DRIVES AND PARKING AREAS WHICH WILL
tf ~ SEE SHEET C5.4 BE CONTINUOUSLY CONNECTED TO THE PUBLIC ' ~ ~ RIGHT-OF-WAY OF GATE 2 ROAD.
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r N tr ~ O O ~ ~ N 00 ~ ~ ~ ~ ? ` ~ j ~ ; t 0 ~ ~ License Number C-1869
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~ LEADER IN . = 365.35 i x x x x x ;x x-•-=--~ x $ r , . ~ . < c h • ~ ~ . ~ ~ x x..---:-~ x-~ =x x---x ~~s-x r
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z \ _ DOWNSPOUT, TYPICAL; CONNECT _ , DOWNSPOUT, TYPICAL; CONNECT 1 E WITH CAP, TYPICAL ` I 372.20 ' ~ 9500 GLENLYON PARKWAY
q x x x x x DOWNSPOUT TO ROOF LEADER DOWNSPOUT TO ROOF LEADER ~ ~ ; it ' ifs .i ~ BURNABY, BC V5JOC6
° WITH DOWNSPOUT BOOT, SEE SEE ARCHITECTURAL PLANS WITH DOWNSPOUT BOOT SEE 1 ~
~ DETAIL ON SHEET C5,1 FOR ADDITIONAL SPOT z DETAIL ON SHEET C5.1 s s 1 ELEVATIONS AROUND BUILDING i ~ ~ I ~ I
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, v ~ ~ ~ ~ i o, ° ~ o ~ , ~ INV. = 371.00 ~
m ~ o \ ~ O 't ~
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z ~ ~ ~ ~ ~ STORMWATER MANAGEMENT
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~ 1 t . .___,.~__.M _ -_w.. _ ~ t 373,00 1 i ~ L 371.60 Raleigh, NC 27607
~ ~ 1 ~ E N ~ ~ ~ GRADE AWAY FROM kUILDING; ~ ~ ~ _ ~ ~ ~ m Tel: [phone] Faz: 919-854-5448
-w-~'~ ~ www.arcadis-us.com ~ License Number C-1869
c°v°O i ~ E SURE AREA DRAIN:; TO `y ~0 372.50 ~ ~ S ORMWATER CONVEYANCE 372,50
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00001 A. LYNCH
SCALE IN FEET PROJECT NUMBER DRAWING NUMBER
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NC410002.0001 C17

2011 ARCADIS G&M, INC.
NOTES;
1. SEE SHEET C3.0 FOR GRADING AND DRAINAGE NOTES, LEGEND, AND DRAINAGE SCHEDULE.
10' UNDISTURBED BUFFER LIMITS OF DISTURBANCI OF DISTURBANCE
ADJACENT TO PROPERTY LINE
B-8
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i B 6 MAY 2011 ISSUED FOR PERMDTING
i
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dr ° d ° d Ja d d d.. ~ ~ ~ o fr FOR ADDITIONAL SPOT a: lJ,
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~N 7 O O t ~ s N OO f www.arcadis-us.com
/ ~ License Number C-1869 /<< f
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NC410002.0001 C18

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NOTES:
~ 1. SEE SHEET C3.0 FOR GRADING AND DRAINAGE NOTES,
I LEGEND, AND DRAINAGE SCHEDULE.
~ 1
i {
~ ~ "`"'"^'.N.,
~
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~ FOR ADDITIONAL SPOT ~ ~ ~ a s
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N it f l Q i f
N m i 3~ ~ ; 801 Corporate Center Drive, Suite 300
~ ~ S ~ ~ t Raleigh, NC 27607
.U i t ~ ~ = ~ ~ ~ ~ ~ 1 ~ Tel: [phone] Fax: [phone]
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U ~ N ~r N H ~ PROJECT MANAGER DEPARTMENT MANAGER
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00001 A. LYNCH
SCALE IN FEET t PROJECT NUMBER DRAWING NUMBER
t i L { 3
NC410002.0001 C3,9

0 2011 ARCADIS G&M, INC.
~ r°' GENERAL NOTES:
r ~ , r a~ ~ ~ ~ ~ CONSTRUCTION SEQUENCE SCE 1. CONTRACTOR SHALL HAVE ALL ON-SITE UTILITIES LOCATED
~ LEGEND
~ ~ 1. CONTACT LAND QUALITY AT 919- QUALITY AT 919-791-4200 BEFORE BEGINNING ANY CONSTRUCTION AND SCHEDULE PRE-CONSTRUCTION CONFERENCE IF REQUIRED BY THE STATE OF NORTH = BY A UTILITY LOCATION SERVICE PRIOR TO ANY CONSTRUCTION OR DEMOLITION. NOTIFY OWNER OF ANY
~ ~ o ~ CAROLINA ENVIRONMENTAL ENGINE ONMENTAL ENGINEER. DO NOT BEGIN ANY LAND DISTURBING ACTIVITY UNTIL APPROVAL OF EROSION AND SEDIMENT CONTROL PLAN HAS BEEN OBTAINED. NO ' DISCREPANCIES PRIOR TO COMMENCING WORK.
~ SYMBOL DEFINITION SYMBOL CONSTRUCTION ACTIVITIES ARE TC ~ SILT FENCE SPILLWAY, TY~ SEE ~ ~ .`r:'~~~ ~ 4CTIVITIES ARE TO BEGIN WHERE EROSION CONTROL MEASURES ARE NOT IN PLACE. 2. ALL AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM
DETAIL ON SHEET C4.6 ` DIVERSION DITCH ~ _ STORM DRAIN 2• BEGIN BY INSTALLING ALL CONSTI '_LING ALL CONSTRUCTION ENTRANCES AS SHOWN ON THE APPROVED PLAN. - BUILDINGS AND STRUCTURES.
~ SILT FENCE, TYP. SEE
DETAIL ON SHEET C4.5 F.F.E. - 343,03 FINISHED FLOOR ELEVATION RIP RAP OUTLET PROTECTION 3. INSTALL ALL SILT FENCE, TREE P T FENCE, TREE PROTECTION, TEMPORARY DIVERSIONS, SEDIMENT BASINS, BYPASS CHANNELS, AND/OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. ~ 3. SEE SHEET G4.6 FOR EROSION CONTROL MAINTENANCE
CLEAR ONLY AS NECESSARY TO I HIGH FLOW BYPASS NECESSARY TO INSTALL THESE DEVICES. PLAN'
: j ~ RIP RAP LINED ® C,B,/DI GRAVEL INLET PROTECTION ~ SPOT ELEVATION 4. BEGIN CLEARING GRUBBING AND - 4. RESEED ALL DISTURBED AREAS. , GRUBBING, AND ROUGH GRADE THE SITE. DELAY GRADING IN AREAS THAT WOULD REDUCE THE MINIMUM DIMENSIONS OF SEDIMENT CONTROL BASINS.
CHANNEL. ~ -XXX-- EXISTING CONTOUR STOCKPILE TOPSOIL AND SUITABL ~r_ ..c- SOIL AND SUITABLE FILL. MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS 5. CONTRACTOR SHALL INSTALL ADDITIONAL DIVERSION
M.- ~ ~ ~ ~ ~ CHECK DAM OFF-SITE IN A LEGAL MANNER. - - , ~ r ~ X~X~~~.. , PROPOSED CONTOUR LEGAL MANNER. _ DITCHES AS NECESSARY TO PHASE WORK.
. ~ -'tis - ~ \ - ~ ~M ~ , ; 1- ~ EXISTING TREE LINE 5. INSTALL STORM SEWER IF SHOWP
~ ~ ~ SF SF SILT FENCE \ - ~ MAINTAIN DEVICES AS NEEDED. ~ . \ LIMITS F IS SEWER, IF SHOWN, AND PROTECT INLEfS WITH INLET PROTECTION DEVICES, SEDIMENT DEVICES, AND/OR OTHER APPROVED MEASURES AS SHOWN ON PLANS. 6. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN S AS NEEDED. 15 WORKING DAYS OR 30 CALENDAR DAYS FROM
, 0 D TURBANCE ESTABLISHMENT OF GRADE, WHICH EVER IS SHORTER.
` ' ~ w - ~ 1~ TREE PROTECTION FENCE 6. AREAS TO BE LEFT DORMANT FOI .FT DORMANT FOR LONGER THAN 15 CALENDARS DAYS OR 30 WORKING DAYS SHALL BE TEMPORARILY STABILIZED WITHIN SEVEN DAYS. - 7. ALL STREETS IN FRONT OF THE PROJECT SHALL BE KEPT
~ - ~ e REFER TO DETAIL SHEET C4.5 AND C4.6 1 CLEAN OF SEDIMENT AT ALL TIMES OR A WASH STATION
~ 7 VEGETATION TO E ES ,A ~ ~ B TABLISHED SILT FENCE SPILLWAY t ~ ~ ; ~ ~ FOR ADDITIONAL INFORMATION BE ESTABLISHED ON SLOPES WITHIN 21 CALENDAR DAYS, OR SOONER, OF COMPLETION OF ANY PHASE OF GRADING ACTIVITIES. ~ WILL BE REQUIRED.
~ 8, CONTRACTOR TO CONDUCT A WEE CONDUCT A WEEKLY SITE INSPECTION AND AFTER EACH RAINFALL EVENT TO DETERMINE WHICH AREAS CAN BE TEMPORARILY OR PERMANENTLY SEEDED, - 8. ALL RIP RAP SHALL BE PLACED ON FILTER FABRIC.
~ . ~ - = ~ ~ NOTE SILT FENCE, TREE PROTECTION, AND LIMITS OF DISTURBANCE ARE SHOWN FOR WHICH DEVICES NEED MAINTENANi NEED MAINTENANCE, REPAIR; ETC. AND TO-ENSURE THAT THE EROSION CONTROL MEASURES ARE PERFORMING ADEQUATELY. PERFORM ANY NECESSARY ' g, CUT AND FILL SLOPES SHALL BE ESTABLISHED WITHIN 15
r \ l ° r h3> CLARITY ONLY. CONTRACTOR IS TO INSTALL THESE MEASURES WITHIN THE PROPERTY LINE MAINTENANCE. DAYS OF ANY PHASE OF GRADING.
AND ITH ~ W MINIMUM SPACING BETWEEN EACH MEASURE. 1S AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION QR STONE BASE. ALL AREAS TO BE PAVED SHALL BE STABILIZED WITH STONE AS SODN AS - 10. CONTRACTOR IS TO STABILIZE ALL LAY DOWN AND
1 ~ ~ ~ = ~ --RIP RAP OUTLET PROTECTION IN 9. STABILIZE SITE AS AREAS ARE BF ~ ~ ~ ~ ~ ~ THEY ARE BROUGHT TO FINAL GF GHT TO FINAL GRADE. MAINTAIN DIVERSIONS, INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. ' STAGING AREAS IMMEDIATELY AFTER USE WITH TEMPORARY
, , ~ ~ CHANNEL, TYP. SEE DETAIL ON A~ , A SHEET C4.6 AND PERMANENT SEEDING. SEE SEEDING INSTRUCTIONS ON
~ ~ 10. FLUSH AND CLEAN ALL STORMWA 4N ALL STORMWATER SYSTEM PIPES. CLEAN AND REMOVE SEDIMENT FROM TEMPORARY SEDIMENT HOLDING DEVICES. CONVERT PERMANENT SEDIMENT BASINS SHEET C4.6
~ TO WET DETENTION PONDS AS SE ~ ~ ~ ~ , ~ SITE HAS BEEN STABILIZED. ON PONDS AS SHOWN ON GRADING PLAN SHEETS AND STORMWATER POND DETAILS SHEET. KEEP POROUS BAFFLES AND SKIMMERS IN PLACE UNTIL ENTIRE - STABILIZED. ' 11. SEDIMENT BASIN SHAPE MAY BE ALTERED AS NEEDED
~ ~ \ ~ A' TO INSTALL STORMWATER INFRASTRUCTURE AS LONG AS
~ 11. CONSTRUCT NIGH FLOW BYPASS i r i FLOW BYPASS CHANNEL IN ACCORDANCE WITH EROSION CONTROL NOTES SHOWN ON THIS SHEET. ONLY AFTER ROADS HAVE BEEN PAVED AND SITE IS MINIMUM SURFACE AREA AND REQUIRED VOLUME OF
~ ~ ~ , , ~ COMPLETELY STABILIZED, INSTALL ~ U \ ~ . 161LIZED, INSTALL RIPRAP IN HIGH FLOW BYPASS CHANNELS. _ STORAGE ARE MET WITHIN BASIN.
} , ~ \ ' ~ 12. FERTILIZE, SEED, AND MULCH ALL AND MULCH ALL DISTURBED AREAS ACCORDING TO SEEDING SCHEDULE
~ ~ s~~.. ~
~ \ 3 \ - ~ , , ~ 1 . WHEN CONSTRUCTION IS COMPLE a ~ > ;TION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL FOR AN INSPECTION BY AN ENVIRONMENTAL INSPECTOR. -
\
~ ~ ~ 14. IF SITE IS APPROVED REMOVE A~ ~ ~ V . ` BARE AREAS. OVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, STONE DRAINS, SEDIMENT TRAPS, ETC. AND RE-GRADE AND SEED OR STABILIZE ANY RESULTING
\ \ 0 60' 120' 180'
~ A ~ . 1 15. WHEN VEGETATION HAS BECOME I ~N HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR. OBTAIN CERTIFICATE OF COMPLETION AND REMOVE
~ \ ~ SCALE 1N FEET ALL EROSION CONTROL MEASURE. )NTROL MEASURES WITHIN 30 DAYS.
~ . ~ ~ mm , ~ ` _ _ \ ~ ~ RIPRAP INLET PROTECTION NLEf PROTECTION,
V TYPICAL, SEE DETAIL ON SEE DETAIL ON C 6 MAY 2011 ISSUED FOR PERMITTING
\ \ ~ \ ~ . SHEET G4.6 e' ~ 4.6 . w __~._...,~.w~
~ ~ , ~ ~F--~---~' - - 'I1s lP - - - - -
~ 50 STREAM ~ ~ ~ ~ - n ~ ~ ~ ~ ~ ~ B 21 APR 2011 NCDENR EROSION CONTROL SUBMITTAL _
. BUFF R E
A 1 APR 2011 ISSUED FOR OWNERS REVIEW 10' UNDISTURBED BUFFER _
~ 1t ~ - ADJACENT TO PROPERTY LINE -
j a ,~r ~ ~ A ~ ~ REV. ISSUED DATE DESCRIPTION
~ i 1 rt ~ r t` \ L' ~ 1 ~ i ' n t ~ _ PROJECT TITLE
b i x ~ 3 ~ ~ ~ '
v: ~ ~ 1 e` -
50 LANDSCAPE ~ r ~ \ ~ ~ ~ ~ ~ BUFFER V ~ ~ ~ ~ ~ ~ \ RIP RAP ~ TLET.~PR~E TTQN~I., 1 ~ ~ ~~V~ ~ ~ t . - ~ ~ ~ ~ F I ~ l ~
V ~ • .CHANNEL, P~SEE~..D . ~.IL ONE...; ~ ~ r.,~.. ~ ~ ~ ~ ,'1,
` ~ 1 « t £ ~ ~ , 1 F"` ~ i { ~ \ _ ~ \ \SHEET C4.6 . ~ ~ ~i BUTNER AUCT ON SITE
~ I y jj i~ R j -
• ' 5 4N . . f EE
~ \ i - ~ ~ s ,v ur ~ I~ 1 ~ ~ ~ w,•'
~ r:~~ i I I ~ % ~ kI1GH FLOW BYPA~S~ ~ z~.z ;
\ ~ L, y , ~ 0-3 ~ ~ , PERM NENT POND B f _ r f RIP RAP LINED ~ ; i SEDI NT BASIN D r _ N
\ w.. HAr~NEL. ~ ~ ` ~ , ~ \ v l ~ ~ ~ D.A. - 18.4 ACRES I D e ~ DEVELOPER RES ~ ~ ~ i~- ~
~ / ~ r - SA REQ D - 16,860 SF ~ \ ~ \ 1 i0 SF ~ ~ ~
o PERMANENT POND. C ~ ~ ~ , . ~ ~ A ~ ~ ` ~ ; ~ ~ A ~ ~ : VOL RE4 D 29 520 CF ~ SEDIMENT BASING i A V s : 3~~ ` ~ ~;A f~ 20 CF ` ~ ~ ~
T ~1 ~ ~ \ ~ ~i„ SEE DETAIL 0 SkIEEf C4.5 m+, ~ ~ t- , ~ D.A, = 9,35 ACRES ~ ~ ~ ~ , ~ ~ Ef C4.5 ~ \ ? i' ~ - w l - w t I j ~
\ i A ~ ~ ~~i v o SA REQ D = 11,220 SF . / " kit S € ~ r
~ \ ~ ~ ~ . a ~ , i \ ~ 1 VOL REQ D = 12,240 CF ~ ~ A - ~ ,A ' , o F ~ j
- p ~ i ~ ~ ~ ~ ~ ~::A, ~ a~ SEE DETAIL ON SHEEP C4.5 ~~....,..;..1 ti ;A ~ ' A ~ ~ \ ~ 36t ~ - ~ ~ITCHIE BROS.
:~t A , ~ ~ A A . ~ - ~ ~
~ ti ~ I ~ f Auctioneers
~ 3sa ~ ~ RITCNIE BROS. PROPERTY, INC.
o \ , ~ \ , ~ ,1 ~ V ~ _A ~ ~ ~ ~ 1 9500 GLENLYON PARKWAY
BURNABY, BC V5JOC6 359
cn ~ ~ ; t V ' 'i ~ t i~ y ~ ~S9 ' 358 r` ~ rf
#t ~ ~ t\.~, , ~ ~ SHEET TITLE
1 ~ ~ l ~ ~E -
m li ~ LIMITS 0 DISTU ~ ~ ~~E ; m F RBANCE, TYP. ~ , ~>l ~ ~
E i i l ~ ~ 357 ~ r r~ ~ 1 3~ ; ~ " ~ ?
o ~ . 1 ~ ~ ~ ~ ~ ` ~ l `~Ss a ~ - EROSION CONTROL PLAN 1
~ tt ~y i 3 j ! !f f e r •
t i i + r Y
\ \ F z , , ~ -351 ~ ~ ~ ' ~ ~ ~ s' ~ , t ~ ~ ( ~ _ n
_ ,r 358 ~ ~ .
~ ` l ~ t 352 \ ~ ~ ; \ A r ~ ~ ~ ~ t , r' ~ ~ ~t \ ~ \ j 3
((yyy o ~ ~ ~ `w.,. ~ ~ 359 t ' '
~ ~ ~ ~ " 353 ~ , \z f ~ ~ 0 x ~ i i ~ ~ € Z
o ~i` 1',, ~ 354 ? \ ~ , ~ ~ ~d .
O ~ ~ ? ~ ~ ~ ~ ~ Sri: ~ r s~ f j 360 ~ I ~ i { f `I 1 } \ ~ f l ;l ~ " } ~ / T ARCADIS G&M of North Carolina, Inc.
~ f 1.. ~ ~ ' 355 \ ~ , i ~ a 801 Corporate Center Drive, Suite 300
Q, ~ , `l, ~ ~ \ ~ ~ L ~ ~ t ~ ~ , E ~,y , ~ 356 ~ i t ` J 3st 't ~ \ ~ ~ tit, Raleigh, NG 27607
a- ~ ~ A RIP RAP OUTLET PROTE-C1`ION, ~ 1 z ~ ~ , ~ ~ r z - Tel: [phone] Fax: [phone] \ ~ ~ f -
=N ~ ~ ~ \ \ TYP. SEE ETAIL~ON~SHEEf C4.6 ~o ~ ~ ~ ; INLET PRff7ECTION, TYP, 0 ~ 357 ~ ~ _ - . , _ ~ ~ 36z T ~ ~ ~ www.arcadis us.com
,,.w _~~m ~SEE~TA1l~~~fE~:~k.SF--~. _ ,~~..u,.~'~~ ,f ~ ~ ~ o~ 4 4 ~ .._~`~~....~,.~,,~°a.....~~~ ~ .~~.~'4 3 . ~ License Number C-1869
1 \ A ~ ~ ~ EROSION CONTROL NOTES FOR RIP RAP HIGH FLOW BYPASS CHANNEL \ \ e ~ u ~ ' ~ ~ ~ ...ti_ ~ ~ . ~ / ~ / / ~ SEAL u~~iiuir SEAL
~ z o~ 1. SEE GENERAL NOTES ON THIS SHEET AND EROSION CONTROL DETAILS ON SHEETS G4.4 AND C4.5 ~ ~ ` ~ - _w i ,
FOR ALL EROSION CONTROL MEASURES AND PROCEDURES. ~ ~ ~ ~ ~ _ ~ ~ _ ~ '"I" _ m., ~ 2. CONTRACTOR IS TO ENSURE THAT SILT FENCE IS INSTALLED PARALLEL TO STREAM BANK WATER LINE ~ . n , ~ ~ ~ m. _ ~v ~ ~ ; , < ~ 1 , r C ~ r ~ ~ i $ ~ 1r ~~J ~Q . Y
\ ~ w.. AND THAT NO SEDIM NT LA ~ ~ _ E DEN WATER ENTERS STREAM.
1 k \ z 3. CONTRACTOR IS TO EXCAVATE CHANNEL STARTING AT THE DOWNSTREAM END AND WORKING ~ ; V ~ ,
i,~ UPSTR N a . ~ ~ ~ ~ ~s EAM CDENR APPROVED DEWATERING DEVICES SHALL BE PLACED AT THE DOWNSTREAM ~ ~ ~ _ z~, , a...~ 5„ 1'~ ~ ~ ~ ~ -t~~ ~ _ = 25497 -
o a CONSTRUCTION LIMITS FOR EACH DAY OF CHANNEL CONSTRUCTION. ~ `~~~.r ~ ' . ~ ~ ' { C ~
4. DURING CONSTRUCTION, USE PUMP TO DIRECT ANY SILT LADEN WATER FROM CHANNEL TO SEDIMENT ~ ; ~ . BASINS OR USE SILT BAGS. ~ ~ ~ 5s _ A ~ ~ ~ ~ ~ ~ _ % 0 NGINEE > ~ ~ ~ ~n
5. CONTRACTOR IS TO INSTALL TEMPORARY LINER IN CHANNEL UNTIL SITE IS FULLY STABILIZED TO ~ ~ 3 f , ~ ~ ~ ~ , ; ~ ROCK CHEEK .DAM, TYP. ~ , ~ \ ~ ~ a-4 ~ ~ ~ w ~ w ~ ~ SAN `p; P
AVOID SEDIMENT CONTAMINATION OF RIPRAP LINER. I ~o. ' SEE DETAIL ON~~ C ~ ~ ` ~,..f - ~ ~ HEET 4.6 ~ s - ~ , ~
~ V ~ _ ~ U ~ ~ ~ ~ I ~ I ~ ~ ~ w ~ ~ SEAL NOT VALID UNLESS SIGNED AND DATED j ~
~ ~ ~ ,~ti as ~ s ~ ~ , r , 0-5 ~ ~ I( \ Ti~f~iPORARY SEDIMENT BASIN E o ` PROJECT MANAGER DEPARTMENT MANAGER
~ ~ ~ ,fi'``r ~ ~ ~ ` ~ U i , ~ ~ ~ ~ ~ D.A. = 21.0 `;ACRES ~ ~ -,~.:i ~ ) ~ ' J. ALLEN J. BECKMAN ~ ~ / ~ ~ ~A REQ'D = 23,200 SF
~ ~ ~ VOL REQ'D = 37,800 CF ~ _ LEAD DESIGN PROF. CHECKED BY
o ~ TOTAL AMOUNT OF DISTURBANCE AREA = 100.6 ACRES r~ ~ , ~ _ _ ~..w~ " / ~ ~ ~ „ ° EXISTING IMPERVIOUS SURFACE AREA = 0.56 ACRES (0.5% OF SITES ~ v y A ~ \ 5s ~ ~ v ~ ~ ' SEA DETAIL ON SHEEP C4.5 ~ - J. PROROCK J. ALLEN
3 ~ ~ PROPOSED IMPERVIOUS SURFACE AREA = 77.09 A RES 8. % 0 SIT t~ TEMPORARY SED NT BASIN F ~ C (8 2 F E) E
~ ~ ` Tecv/niieor ~uu~nrn nnuu~~ n~~
I I ~ aI u.n. - 1--t .V n"'nw o " TEMPORARY DIVERSION \ , /;~~J;'- ,j c,.i jI ¦ inaryrnn3r- IYUIVI r-m UMAWIN CST
SA Q 'D - 25,290 SF DITCH, TYP. SEE DEf I~ OL REQ'D = 20,340 CF 7 00001 A. LYNCH
a? ` ~f t > z TREE PROTECTION FENCE TYP. ON ~Sl4ft C4.5 o X M SEE DEE L ON SHEET C4.5 PROJECT NUMBER DRAWING NUMBER
E 1 t
®Il~ll~li~ll~ll~ll~llNisll~~ ®I'I®II®II®If®I'i~ll~~l'I~II II~II~I~t~IIA=IImII II 1~11~11~11~
SEE SHEET C4.3 NC410002.0001 Nal

©2011 ARCADIS G&M, INC.
r GENERAL NOTES:
i
~ ~ ~ ~ 1. CONTRACTOR SHALL HAVE ALL ON-SITE UTILITIES .LOCATED ~ BY A UTILITY LOCATION SERVICE PRIOR TO ANY
- LEGEND ~ ~ ,i ~ CONSTRUCTION OR DEMOLITION. NOTIFY OWNER OF ANY
.4~ 1 DISCREPANCIES PRIOR TO COMMENCING WORK. J 1
~ f 2. ALL AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM
- SYMBOL DEFINITION SYMBOL _ ~ ~ ~ ~ BUILDINGS AND STRUCTURES
DIVERSION DITCH ~ STORM DRAIN ~ ~ ~ ~ 3. SEE SHEET C4.6 FOR EROSION CONTROL MAINTENANCE { PLAN.
Sljf
- F.F.E. = 343.03 FINISHED FLOOR ELEVATION RIP RAP OUTLET PROTECTION r
© C.B./DI GRAVEL INLET PROTECTION x ,~c SPOT ELEVATION ' , • 4, RESEED ALL DISTURBED AREAS.
0 60 120 180 I ~ 5. CONTRACTOR SHALL INSTALL ADDITIONAL DIVERSION
- - - - -XXX- - - - - EXISTING CONTOUR CHECK DA ~ ~ ~ DITCHES AS NECESSARY TO PHASE WORK.
M SCALE IN FEET 1 r ~ ~ 6. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN r ~ 1 ;
--XXX- - - PROPOSED CONTOUR EXISTING TREE LINE , 4 y, ~ ~ a ~t ` f` 15 WORKING DAYS OR 30 CALENDAR DAYS FROM ~ ~
- sF SF SILT FENCE ESTABLISHMENT OF GRADE, WHICH EVER IS SHORTER.
- - - - - - - - - - - LIMITS OF DISTURBANCE ~ f/ 7. ALL STREETS IN FRONT OF THE PROJECT SHALL BE KEPT
TP- TREE PROTECTION FENCE ~ r - ~ ~ ,ir~,% , CLEAN OF SEDIMENT AT ALL TIMES OR A WASH STATION
REFER TO DETAIL SHEEP C4.5 AND C4.6 ~..~~~~'a:., ~ `;....~~~~~~l.,, ~ WILL BE REQUIRED.
= SILT FENCE SPILLWAY FOR ADDITIONAL INFORMATION ~ 8. ALL RIP RAP SHALL BE PLACED ON FILTER FABRIC.
NOTE; SILT FENCE, TREE PROTECTION, AND LIMITS OF DISTURBANCE ARE SHOWN FOR ~ ~ 9. CUT AND FILL SLOPES .SHALL BE ESTABLISHED WITHIN 15 r ~ DAYS OF ANY PHASE OF GRADING.
CLAR)TY ONLY. CONTRACTOR IS TO INSTALL THESE MEASURES WITHIN THE PROPERTY LINE
AND WITH MINIMUM SPACING BETWEEN EACH MEASURE ~ ` ' 10. CONTRACTOR IS TO STABILIZE ALL LAY DOWN AND ,:.j, I^'j~.i ~ STAGING AREAS IMMEDIATELY AFTER USE WITH TEMPORARY
~ r~ ~ , ~ AND PERMANENT SEEDING. SEE SEEDING INSTRUCTIONS ON
~ SHEEP C4.6
11. SEDIMENT BASIN SHAPE MAY BE ALTERED AS NEEDED
~ ~ ~ ~ ~ i TO INSTALL STORMWATER INFRASTRUCTURE AS LONG AS E t 3 ~ ZI
MINIMUM SURFACE AREA AND REQUIRED VOLUME OF ~ : ~ 1 ~ ~ STORAGE ARE MET WITHIN BASIN.
` ~ ` ; ,
v
,
~ ` `t t, 'zi ' i'i''
~ - ~
_ TREE PROTECTION FENCE, TYP.
- SEE DETAIL ON SHEEP C4.5 _ , .
~
10 UNDISTURBED BUFFER ~
- ADJACENT TO PROPERTY LINE , - ~ ~ '
~ ~,.,,,~~f'~ ~g - A~ ~ I ~ i C ~ MAY 2011 ISSUED FOR PERMITTING
_ - ~ ~ _ _ ~ , r , 1
II- __J.L--~J ~ i V ~ I
10 UNDISTURBED BUFFER , = ' 3~; B 21 APR 2011 NCDENR EROSION CONTROL SUBMITTAL
~ , ~ , ~ 1 ADJACENT TO PROPERTY LINE ~ ` ~ , r - -~p
..-._..e. _ .W_... M__~..___ _ %'3 ~ ~ ~ ~ ~ ~ ; t/~~' ~ A 1 APR 2011 ISSUED FOR OWNERS REVIEW ~ ~ ~ / ~ t ~ ~
360 : ~ jb t ~ ~ , ~ ~
~ ~w ~ 1 ~ • 1~ ` ~j,; REV. ISSUED DATE DESCRIPTION ~ ' ,f
. _ 4 0 TEMPORAf~Y CON~T~UCTION ~ ~ ~ PROJECT TITLE
a , ~ ~c,, ` ~ •o ~ ~ - ~ ~ ENTRANCE, TYP. SEE ,DETAIL ~ ~ ~ ,
, , . . ON SHEE~ C4. ~ 0 ~
_ _ . s~ a _ _ . ~ ~
. . r ~
~ ~f~ ~ ~ ~ 6 " IGH FLOW BYPASS RIP BUTNER AUCTION SITE
~ ' RAP LINED CHANNEL 4 - ~ ~ ~ ~ r
. ~ ~ , ; ~
~ - - , ~ . 1 ~
J ~ ~ w~ ,
+v, . h t.,._.. 1 ~ ~ I I ~ ~ `RIP RAP OUTLET PROTECTION ~ ~ ' ~ A ~ IN CHANNEL, SEE DETAIL ON DEVELOPER
i ~sr A ~ ~ A ~ \ ~ ;SHEET C4.6
~i 363 ~ ~ _ - ~ s/'~ W . ~ ~ ~ ~ t ~ i . ~
~ r ~ o J \ ~ ~ _ - ; t i ~ , . ~ _ W
W ` - - ~ 1 ` ~ 362 ~ \ J ~ _ - _ ,,7
o ~ ~ ~ ~ ~ _ T ~ - ~ - O , ~
~1 ~ , ~ ; ~ ~ ~ ~ ~ zf ~ RITCHIE 6R~S.
d a o - 36 ~ f / k- ? ~ i .
c+~ ~ ~ fir, - ~ ~ ~ ~ r o s~ ~ 1 ~ ~ Auc~~oneers
\ ~ _ ~ r 50' STEAM
~ ~ RITCHIE BROS. PROPERTY INC. ~ ~ BUFFER ~ 9500 GLENLYON PARKWAY
O ~ ( s~ _ A ~ , e
z / 36 _ _ - / ~ \ o / ; 3 f ~ ~ ~ ~ t E I~; ~ ~ ~ ~ BURNABY, BC V5JOC6
U _ ~ f ' ~ / z ~ ' \ z ~ i TEMPORAT TEMPORARY DIVERSION DITCH,
~ a ~ ~ ~ P, SEE o ~ ~ ~ ~ C P. SEE DETAIL ON SHEEP t" ~ ~ ~ ` "
~ ~ ~ 1 ~ w ~ ~ ~ ~
~ ~ ~ ` SHEEP TITLE
~ - ~ ~ ~ A ~ l v ~ ~ ~ ~ ; ( ~ 1 r ~ ~ j ,
m i ~ ~ ~ V ,A • i ~ ~ ~ ;
f. i j ~ tI; is i ~ I ~ ~~o ~ ~ '
c, - ~ ~ ~ PERMANENT POND A AND~~ ~ ~ ~ EROSION CONTROL PLAN 2 ~ ,
z ~ ' ~ ~ ~ ' SEDIMENT BASIN A Q ~ ~ ~ ~ D.~. = 7.5 ACRES
o ~ tea ~ ~ g ~ _ , ~ ~ SA ftEQ D - 10,600 SF o f
z ~ ~ :r ~ ROCK CH o ~ ~ ~ - ~ ~ ; VOL REQ, D = 13,500 CF ROCK CHECK DAMy TYP. S ~ SILT F~NCE~~P SEE ; ~ , ~
` ~ i DETAIL 01 ~ ~ ~6~ ~ SEE DETAIL ON SHEET C4.5 s 'r DETAIL ON SHEET C4.5 DETAIL M~SH~E~ C4.5 ~
~ ~ ~ ~
o - ~ ~ -~fi7 ~ ~ ~ :
U \ j ~ f,? ~ ~ ~ , r ~ r n ~ SIL ONCE SPILLWAY SSEE
~ i . ~ CONT CT01 -3E6 ~ ` o CONT CTOR TO INSTALL 24 RCP ~ ~ ~ DETAIL ON~kIEE~C4;t~
W/ MIN. r~ E o W~ MIN. ~ SLOPE. PROTECT PIPE
m - ~ ' FROM CON ~ > ~ ~ 36 ~ ~ ~ 1 COVER FROM CON UCTION TRAF~IC(MIN. ARCADIS G&M of North Carolina, Inc. ~t ~ ~ ~ 801 Corporate Center Drive, Suite 300 1' COVER) ~ ~ ~ r
ms ; ~ ~ ~ ' Raleigh, NC 27607
~ ~ ~ 'E m. - - Tel: [phone] Faz: 919-854-5448
~o _ v v ~ . ~ ~ ; www.arcadis-us.com ~ ~ ~ ~ ~ ~ License Number C-1$69
p ~ , ~w.,.6..a, gyp.-...»-..~~.. r~.~,...~.....,_.~-...-.....,.,.µ. ».,a,.~~ O d' ..._,......e ~ e & 4 \~n ~ LIMITS OF D~~UHBANCE,.~_~,.~.~ .
\ p • ` ~ ~ ~ ~ ~ TYP. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SEAL ,,~tiuuuuu, SEAL
lD Z ~ ~ ~ ~ OJ , , i ~ / m ~ . ~___m_ , R A ~~o _ ~ ~ , _ w w~~~n~ ~
r ^'w ,r'^~, --^y a .r`°"` '"4 fem.. . r""""'; ?r""'^ _„,t r"""'~ p r^ , ~ / _ ._.,.wn..,.~ W i ~ _ ~ ~ ~°r ~ ~ IP R ~ ouTL ~N FARO
F- ~ ~ i ~ c ~ i ~ s - _ - _ - . ;
~ ~ - 361 ~ S
t=z Gg ~ ~ - ~ X69 ` ~ ~ ~ ~ R ~ ~ RIPRAP INLET PROTECTION,
o d "'e , S TYPICAL. SEE DERAIL ON ~ ~ A ' ~ ~ 25497 ~ ~-rtp--- 1 ~ ~ ~~~Tt SHEET C4.6 ~ ~ ~ ~ ~ FNG ~ ~ ~
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~ ~ ' ~ y DETAIL ~N SHEET C9.5 ~ DA;`~- 2 .10 ACRES 1 ~ ~ PROJECT MANAGER DEPARTMENT MANAGER
~ ~ ~ ~ s SA REQ' ~ 22 720 SF ~ ~ ~ ~ ~ ~ ~ ~ ~ f J. ALLEN J. BECKMAN VOL ~EQ'0' =,..39,780 CF ~ ~ ~
~ ~ ~ ~ 2 v ~ ti E ~ SEE DETAIL~'O`N~ SHEET C4.5 ~ ~ z LEAD DESIGN PROF. CHECKED BY
p o jf?~ E v ~ ~ £ ~ J. PROROCK J. ALLEN
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361
O 00001 A. LYNCH
~A i PROJECT NUMBER DRAWING NUMBER
0 CD
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SEE SHEET C4.4 NC410002.0001 C4,2

SEE SHEEP C4.1 2011 ARCADIS G&M, INC.
® I I ®I 19~~ I I ®I I~ 0 ~ I~ I~ I I~ I I~ I I~ I 1 I~ iE;.,l I~ 1 I I I I I~ I I ®I I~ I I~ I I I I~ I I ® I I ' I f l ®I I ®I ~ I~ I I~ I I I I~ I I® I ®I I~ I l~ r l l~ l l~ I ~ I I~ I_ GENERAL NDTES:
~ ~ / \ v-. 0 j i
r~ ~ ~ ~ t ' 1. CONTRACTOR SHALL HAVE ALL ON-SITE UTILITIES LOCATED
I ~ r~ a y A ~ i # BY A UTILITY LOCATION SERVICE PRIOR TO ANY
~ ` ~ ~ 357 ~ ~ ~ - CONSTRUCTION OR DEMOLITION. NOTIFY OWNER OF ANY ' DISCREPANCIES PR10R TO COMMENCING WORK.
` i ~ ~ f ' t 1 t 77 ' 2. ALL AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM
~ ~ ~ j ~ ~ ~ _ BUILDINGS AND STRUCTURES.
r? ~ ; M 3g t ' _
{ ~ ~ ~ ' ~ 3. SEE SHEET C4.6 FOR EROSION CONTROL MAINTENANCE
358 f 1 f PLAN. r ~ f
.F J 4. RESEED ALL DISTURBED AREAS.
~ ..,.v ~ , \ ~ . ~ 359 a r~ ~ ! ~ i f - ~ ~ ~ 5. CONTRACTOR SHALL INSTALL ADDITIONAL DIVERSION
. ~ ~i t ~ ~ DITCHES AS NECESSARY TO PHASE WORK.
t ~ "w". , . 1 9 l q 1 J ~ i f _
~ l ~ ~ ~ ~ / - 6. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN I` ~ ~ ~ ~ f i ~ 15 WORKING DAYS OR 30 CALENDAR DAYS FROM
\ . ,t\, ESTABLISHMENT OF GRADE, WHICH EVER IS SHORTER. t ~ ;
ds f f f og~ ~ / j 7. ALL STREETS IN FRONT OF THE PROJECT SHALL BE KEPT
D / ~ r` jf ~ ! ~ CLEAN OF SEDIMENT AT ALL TIMES OR A WASH STATION
~ w ~ \ { f ~ i ~ ~ / l WILL BE REQUIRED.
e 3 ~ - t ~ ~ ' . r ~ 8. ALL RIP RAP SHALL BE PLACED ON FILTER FABRIG.
~ a ~ ~ f ~ ~ -
a r ~ ~ ~ l ~ 9, CUT AND FILL SLOPES SHALL BE ESTABLISHED WITHIN 15
a ~ ~ f j ' DAYS OF ANY PHASE OF GRADING. I
~ % ~ i ~ 1 ~ - j ~ ~ 10. CONTRACTOR IS TO STABILIZE ALL LAY DOWN AND
" ~ ~w ~ - STAGING AREAS IMMEDIATELY AFTER USE WITH TEMPORARY ~ ,r' ~ ~ J AND PERMANENT SEEDING. SEE SEEDING INSTRUCTIONS ON
361 1 q ~ ~ ~~w ~ fr ~ SHEET C4.6
~
1 ~ ~ ~ ~ ~ ~ ~ j - 11. SEDIMENT BASIN SHAPE MAY BE ALTERED AS NEEDED ' , TO INSTALL STORMWATER INFRASTRUCTURE AS LONG AS
~ ~ ~ ~ ~ j, °v 0 Y DIVERS~~N DITCH, i~ ~ e~-~ ~ ~ ~ MINIMUM SURFACE AREA AND REQUIRED VOLUME OF
, TYP L ~ ~ ,~a`~~ ~ ~f i~~l ~fF _ STORAGE ARE MET WITHIN BASIN.
w°" ~ ~ d' "v `1 ~ . ~ ~ ~ . ^r. ~ 361 ''361 ,e,; ~ ~ /
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v 36 ~6 PICAL ~ ~ 363 ~ 1 7
~ ~ ~ f ~ ~ - B 21 APR 2011 NCDENR EROSION CONTROL SUBMITTAL ~ ~ _
50' LANDSCAPE ~ ` ~ 1`;~ r BUFFER ~ ~ ~ ~ ~ r" % 'h c
r r ` I ~ ~ ; ~...t;^~ r ~ j ~ , ~ ~ ~ ~ ~ A 1 APR 2011 ISSUED FOR OWNERS REVIEW / ~ r ~ ~
r `r~-.,~ v ~~~...t...~:..% r ; `"~~,s~ ~ 364 \ f ~ `
, ~ r ~ ~ ~ ~ ` ~ ~ ~ - REV. ISSUED DATE DESCRIPTION i
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-pl ~ .»r"~" r i ` DETAIL ON SHEET C4.5 ~ f ~ i' ~ ~
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z ~i 0 - o ~;r..., ~ t ~ ~ v - o LIMITS OF DISTURBANCE, ~ ! ~ ~.;1..~,.; , 1~<,~~,'~;',.~~t ~ l r ~ l 1 , ~ m~ ; r ~ ~ i i , BURNABY, BC V5JOC6
TYPICAL `v ' ~ r~;.,1~;-'.~?~~~.i t,.M,.;v;~; ~.0 ~ L v. ~ r ~ z / r ; ~ ~ ~ ~ ~
o NOTE SILT FENCE, TREE PROTECTION AND LIMITS OF DISTURBANCE ARE SHOWN FOR .1 r~ i,Ar i.. ~ 1 ~ ~ - ~ ,~:.~~ff : t. ~r t CLARITY ONLY. CONTRACTOR IS TO INSTALL T " r , .t'~ ' 1 ~ . 1-~!, f ~ ~,1~ ~ 4 69~- ( r ; ~ _ ~ ~
o HESE MEASURES WITHIN THE PROPERTY LINE vv} ~ , . , ~.>r,. r ~ r ~t ~ ! ! w AND WITH M ; % t r p ~ ~ % INIMUM SPACING BEM'EEN EACH MEASURE. TREE PROTECTION FENCE 3`~ ~ ~ , i'~' ;.Jr~, - - ' %`E i`s~ ~ \ ~ ~ t i ~ s
r~ ~.1~~ r.~ ; ~ \ ^ v, TYPICAL ~ .~.1'~~: r mt* ~ ~ ~ ~ ` 2 ' j i SILT Fir CE ~ ~ ~ SHEET TITLE
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m `i. ~ SILT.;FENCE, TYPICAL _SPILLWAY,"~TYPICAL~ ~ f ~
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SCALE IN FEET i °`I~,' ~ ~ ~ ~ r ~ ~f ARCADIS G&M of North Carolina, inc.
~ , I._ - 1 ~ ~{`'1`~^ ~ ~ 801 Corporate Center Orive, Suite 300 f ~ Raleigh NC 27607
" ; ~ ~ ~ ~ _ _ ~ _ -t - # ~ Tel: [phone] Faz: 919-854-5448
O O ~ N O r \ ~ --p- - _ _ www.orcadis-us.com . w~.
a / ~ ,y . ~ ~ _ ~ ~k ~ ~ - _,m _ r.~ _ _ . : ~ T license Namber C-1869
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_mw _M . - - .~M
E Eo
i= z SYMBOL DEFINITION SYMBOL - - - ~ "
0 0 _ . w.._ ~ .w . - , . , Q~- DIVERSION DITCH STORM DRAIN ~ ~ ~ j ~-f ~ 25497 - t • - ~~~/il
F.F.E. = 343.03 FINISHED FLOOR. ELEVATION RIP RAP OUTLET PROTECTION "TM
~ rrrrmnwimP~~ __a
® C.B./DI GRAVEL INLET PROTECTION , s ~ SPOT ELEVATION G. U ~ SEAL NOT VALID UNLESS SIGNED AND DATED
N ~ - - - -XXX- - - - - EXISTING CONTOUR - PROJECT MANAGER DEPARTMENT MANAGER
~ CHECK DAM ~j•. l` - J. ALLEN J. BECKMAN
~;nX - - - PROPOSED CONTOUR N EXISTING TREE LINE E~
o SF SF SILT FENCE LEAD DESIGN PROF. CHECKED BY
LIMITS OF DISTURBANCE a = J. PROROCK J. ALLEN
it it it IKtt rKUItGIIUN ttNCt c ® TASK PHASE NUMBER DRAWN BY
REFER TO DETAIL SHEET C4.5 AND C4.6 N SILT FENCE SPILLWAY 00001 A. LYNCH
FO R ADDITIONAL INFORMATION
O N U t1~ PROJECT NUMBER DRAWING NUMBER
Q ~
NC410002.0001 C4,3

SEE SHEEP C4.2 © 2011 ARCADIS G&M, INC.
I~ I l~, l I I~ 1 1 I~ I I~ I I~ I I~ 1 1 I I ®I I~ ,1; I I I I ®I I ®I I ®I I I~ I I ~:.;I I I= I I I I I I I I I I ~~~s ~ I I ' ' _ i I ~ ~ I I I I ®I I ~ I I ~ I I GENERAL NOTES:
9~,,, ~ ~ " ~ { ,
l " : ~ . ti ~ { ~ ~ 1 1. CONTRACTOR SHALL NAVE ALL ON-SITE UTILITIES LOCATED ~ t ~ f ~ BY_A UTILITY LOCATION SERVICE PRIOR TO ANY
~ ~ ~ ~ ,..3 ' ~ CONSTRUCTION OR DEMOLITION. NOTIFY OWNER OF ANY s~
~ j - ~ ` .l ~ , ~ ~ F i ~ ~ DISCREPANCIES PRIOR TO COMMENCING WORK. ~
i ~ ~ 11 ~ r. ~ 2. ALL AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM
- / i i ~ 1I ~ , ~ BUILDINGS AND STRUCTURES.
' ~ ` ds ~ ~ A ~ \
~ ',1 A ~ ~ V E ~ ~ ~ 362 ~ ~s~ 3. SEE SHEET C4.6 FOR EROSION CONTROL MAINTENANCE ~ PLAN.
0 ~ A _ ~ ~ ~ ~ _
" ~ ~ 1 > i ~ ~ ~ \h 4. RESEED ALL DISTURBED AREAS.
~ ~ ~ ~ ~ i ~ ~ ~ 5. CONTRACTOR SHALL INSTALL ADDITIONAL DIVERSION
~ ' ~ i _ I ~ ~ ~ ~ ' ~ ~ ~ ' DITCHES AS NECESSARY TO PHASE WORK.
3 ~6 ~s ~ S ~ ti i ~I f., 6. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN
; . - . > 15 WORKING DAYS OR 30 CALENDAR DAYS FROM
_ ti ' ~ _ , ESTABLISHMENT OF GRADE, WHICH EVER IS SHORTER.
' i - ~ ~ ~ ~ 44 7. ALL STREETS IN FRONT OF THE PROJECT SHALL BE KEPT
i ~ ~ 363 ~ ~ ~ 63 ~ 1,, CLEAN OF SEDIMENT AT ALL TIMES OR A WASH STATION
~ WILL BE REQUIRED. ~ ~ ~
- ~ ~ ~ \ 363 _ ~ i BB \ 363 •~1 ~ 8. ALL RIP RAP SHALL BE PLACED ON TILTER FABRIC.
I ~i j ~,1 \ ~
INLET PROT C , TYP. SEE . ~ _f~ ~ 9. GUT AND FILL SLOPES SHALL BE ESTABLISHED WITHIN 15 ' DAYS OF ANY PHASE OF GRADING.
' I DETAIL ~ N E 4.5 - ~ ~ ? 1
- . ~,1 ~ ~ I` ~ ~ 10. CONTRACTOR IS TO STABILIZE ALL LAY DOWN AND
~i ~ ~ A ~ STAGING AREAS IMMEDIATELY AFTER USE WITH TEMPORARY ~s~ ~ ~ ' AND PERMANENT SEEDING. SEE SEEDING INSTRUCTIONS ON
_ ~ , , ~ SHEET C4.6 -364
_ ~ ~ ~ 364 l < ~ ~ 50' TREAM BUFFER ~ ~ ' 11. SEDIMENT BASIN SHAPE MAY BE ALTERED AS NEEDED
~ i ~ t ~ ~ ~ TO INSTALL STORMWATER INFRASTRUCTURE AS LONG AS
~V ~ ~ , I ~ i.../ j 1 _ ~ MINIMUM SURFACE AREA AND REQUIRED VOLUME OF
r-. , . s . ~ ~ ; Js ~ ~ ~ ~ ~ ~ STORAGE ARE MET WITHIN BASIN.
~ mod` ~ ~ i ~ ~ c-k \ \
i > _ i ~
1 ~ 4 i \ ~ ~ ~ ~ i
i " ~
Ls 9 ~ 365 t~ ~ 365 ~ ~J ~ " ~ ~ i ~ ii ~ r~~ lj ~
_ " ' _ ~ l
, r' ~ ,'i r
1 ~ ~ \
o ~ € ' \ / ~ `~~~i ~i ~jj jl
( k i, ~ ~ ~ C ~ MAY 2011 ISSUED FOR PERMITTING ~ , ~ ~iv~' ~
``3` ~ ~.f
! ~ ; 366 ~ ~ ~ ~ ~ ~ 8 21 APR 2011 NCDENR EROSION CONTROL SUBMITTAL 366 ~ ~ ; i ¢',~~'`l ~ ~
~ ~ ~ ~ ~ . ~ '~~i`;~. A 1 APR 2011 ISSUED FOR OWNERS REVIEW / ~
~ ' ' 6' i ii ~ 4~~ ~ i/ ~jii~~~ i
\I~ ~ ~ ` ~ ~ REV. ISSUED DATE DESCRIPTION - ~~si,, %,i~;
~ ~ , , t W : ~ ~ i _ ~ ~ ~ ;~,~i%~ ~ PROJECT TITLE
- ~ ~
i A r : ~ ; % i ~ , ~A ~i ; ~ ~
E ~ ~ ~ ~ ~ ,,~6~ ~ \V ;i ~ ; ~ ~ .
_ ; _ _ ~ ~ e ~ i ~ ~ ~ /r i , '~i~ ' ~ /
~ i V ~ ~ ~ ~ - r . - i ~ __F ' ` ~ BUTf~ER AUCTI0~1 SITE
~ 3~ p ~ . ROCK ti ROCK CHECK ~ ` ~ ; - ~ _ 1
r p.. ~ ~ i ~1 w~ ~ M, u _ ~ ~ ~ ~ , .J ~ a, ~ DAM, TYPICAL 7 . ~ % ~ '~,a
1~ ~ \ ~ ~ _ } \ ~
~ ~ cs ~ _ _ . TEMPORARY , , ~ ; , ~ _ ~ ~ ~ F M _ , ' ~ ~ ~ ~ ~ ~ ~ ~ (VERSION ORARY ~ .
. . , ~ ~r - ~ ~ - . ~ ~ ; ~ ~ . ITCH, TYP. r TYP. _M,.... ~ . ~ / " , ; ~ DEVELOPER
, ~ ~ ~ '~;,i/, i ' ~ ' ~i ~'~a/,' ° ~
_ 1, ~ t, , i _ , ~ ~ z ~i' i ~ ~,,i~i ~ .
, v ~ i ~ ~ \ ~ . - ~ , ' ; i / 7~, ~ i ~ i
m w ~ -r ~ 3 ~ - 3 w ~?x ,i - a ~ / ~ Y 4'
o ~ . i - i _ / ~ v 1 ~ ~ X ~ ~ ~ / i / / 1
y ~ J ~ / tw i i/ E i"- . , ~ ROS.
P ~ X ` ~ i X . ~ ~ ~ RIT~HIE ~
~ ~ ~ ~ ~ / ~ a , ' _ i ~ ~ , T
\ ~ `i ` . ~ ~ ,f U~ ; , , Auctioneers
• - - ~ . . ' ` RITCHIE BROS. PROPERTY, INC. i
~ ~ ~ _ : ~ ~ ~ _ ~ ~ ~ ~ ~ ~ 9500 GLENLYON PARKWAY
Z ~ ~ - ~ ~ ~ i ~ _ ~ ';1 ~ l' _ ~'r~ . ' i A ~ ~ ~ BURNABY, BC V5JOC6
~ ` ~ ~ X"".~`--X ! x ` ~ ~
~ ~ ~
~ ~ _ ~ w ~ ~ i ,
%i i ~ ~ ~ ~ SHEEP TITLE
U - ~ ~ ~ ~
m X f , ~ ...r i
~ ~ , " . ~ t ~ -
~ , c~ ~ , _ ~ t z
P ~ 3 ~ 4 , ~ X ~ ~ ~ . . ~ . - ~ , ~ , " . ~ ~ ~ SEDIMENT BASIN C IMMER EROSION CONTROL PLA~1 4 IIN C
o ~ ~ t r ? ~ _ ~ , D.A. - 2.12 ACRES ACRES
° ? 37 ~ ~ ~ i ~ ~ ~ ~ ' ~ ~ ; . REQ D - 2,239 SF t39 SF
U ~ ~ ~ ;r, E ; ~ E - VOL READ = 3,816 CF 816 CF
~ ~_..1~ ' ----J' i 4 SEE DETAIL ON SHEEP C4.5 ~ ~ _ ~ z ~ IEET C4.5
o - ~ , ~ ~
_ _ 372 r _
~ ° ~ . Ott ~ , ~ - ~
_ E L .tom ~ i ARCADIS G&M of North Carolina, .Inc.
A ..w LfMITS~OF DISTURBANCEF TYP. 801 Corporate Center Drive, Suite 300
_ - _ _._...TREE PROTECTION FENCE; 1YP." i ~ S1LT.FENCE, TYPICAE _ Raleigh, NC 27607
~.._r . Tel: 9i9-854-1282 Fax: [phone]
www.arcadis-us.com
_ ~ F ~ . - - d ~ n _ _..TEMPORARY CONSTRUCTION NOTE;, S11T FENCE, TREE PROTECTION, AND LIMITS OF DISTURBANCE ARE SHOWN FOR License Number C-1869
_ w~ . w ENTRANCE, TYP. ~ _ CLARITY ONLY. CONTRACTOR IS TO INSTALL THESE MEASURES WITHIN THE PROPERTY LINE AND WITH MINIMUM SPADING BETWEEN EACH MEASURE. SEAL ~~~tiiiuu~u~~~ SEAL
co z - ~ : r fix' i_ .w o ~ ~ CARS'`''%,
~ ~
l '
E a - = L -
r=z _ LEGEND 25497
vv ~a
~ SYMBOL DEFINITION VITION SYMBOL ~',UO~'•. FNGINEE¢.•~'~~~.~~
~ DIVERSION DITCH ~'''~gTyAN p. P~
_ \ ION DITCH _ _ . , STORM DRAIN ''''wnu~~~unl>>`~~\~
F.F.E. = 343.03 FINISHED FLOOR ELEVAl U - SEAL NOT VNJD UNLESS SIGNED AND DATED .D FLOOR ELEVATION RIP RAP OUTLET PROTECTION PROJECT MANAGER DEPARTMENT MANAGER
_ ~
~ ~ © C.B.~DI GRAVEL INLET F I GRAVEL INLET PROTECTION SPOT ELEVATION J. ALLEN J. BECKMAN
d k ~ - - - - -XXX- - - - - EXISTING CONTOUR IG CONTOUR CHECK DAM LEAD DESIGN PROF. CHECKED BY
o 00 0 - ~ J. PROROCK J. ALLEN
~ a y Xl"~~ PROPOSED CONTOUR SED CONTOUR EXISTING TREE LINE
Teovln~~ee+r ~inunrn nnwui rn~
SF SF SILT FENCE inaR rnn3r- IVUMOCR URHYPiV LIT .NCE _ _ _ _ _ _ _ _ _ _ LIMITS OF DISTURBANCE 0 60' 120' 180' 00001 A. LYNCH
o~
z° --TP TP TP---- TREE PROTECTION FENC 'ROTECTION FENCE REFER TO DETAIL SHEEP C4,5 AND C4.6 SCALE IN FEET PROJECT NUMBER DRAWING NUMBER
~ L Q ~
a SILT FENCE SPILLWAY :NCE SPILLWAY FOR ADDITIONAL INFORMATION NC 10002.0001 NA

L
A
J
m�
0
N
o nn
-M v
J
O
Z
O
U
z
O
U)
O
Lil
ua
U
Cn
J
NOTES:
1. CONSTRUCTION ENTRANCE/EXIT TO BE INSTALLED PRIOR TO SITE CONSTRUCTION
2. REMOVE CONSTRUCTION ENTRANCE/EXIT PRIOR TO INSTALLING DRIVE
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
DROP INLET
WITH GRATE
, A
BViNILU I MUM%,
allAI
TREE PROTECTION FENCING
NO SCALE
/4" x 24" HARDWARE CLOTH
STEEL POST W/
WIRE FABRIC X57 WASHED
STONE
GATHER EXCESS
AT CORNERS
c`Trrl nnc`T
BURIED Fr+Ui\ii.
SILT FENCE INLET PROTECTION
NO SCALE
PLAN VIEW
EMERGENCY SPILLWAY CONSTRUCTED OVER —�
UNDISTURBED GROUND AND ARMORED WITH
RIP RAP AND FILTER FABRIC
I SEDIMENT TRA f �`
�\ e \ —/ ••�•� P RAP
DISSIPATOR PAD
UTLET PIPE
POROUS BA S (3 MINIMUM) — — — 'STM D'
KIMMER
CMP RIS -PERFORATED
WATER LEVE DURING STORM PAINTED RED CLEANOUT MARK
TRASH ACK LOCATED HALFWAY UP RISER PIPE SPILLWAY DEPTH (1' FREEBOARD)
POROUS BAFFLES (3 MINIMUM) 1' FROM TOP OF RISER
L— SPILLWAY ELEVATION
SKIM ER
EMERGENCY SPILLWAY ELEV.
INIMUM FORESLOPE 2 1/2 : 1
3' IN. GRAVEL AIL
FILTE
_ MINIMUM BACKSLOPE 3 : 1
y"
ARTH DAM
GATE VALVE OR ORIFICE-
ANn-FLOATATION DEVICE ,ZRIPSPAD
NOTES: RAP
1. SEDIMENT STORAGE 1,800 CF/ DISTURBED ACRE ANn-SEEP C
2. SURFACE AREA BASED ON Q10:
3. INSTALL SEDIMENT CLEANOUT ELEVATION STAKES OUTLET PIPE
4. BASIN VOLUME MAY INCLUDE DRAINAGE AREA UNDER SOME CROSS ROSS SECTION
BASIN NO. L
W
8'-0" MAX. ON CENTERS
OUTLET
PIPE 0
SKIMMER
PIPE 0
SKIMMER
ORIFICE 0
VARIABLE AS DIRECTED BY THE ENGINEER
I
9,849 cf
6'
SILT FENCE FABRIC INSTALL TO
8"
6"
I
SECOND WIRE FROM TOP
i
MIN. 10 GAGE WIRE
36"
5"
4"
10' 2'
D
5 "
WARNING SIGN, -
8 "
5"
4"
SEE DETAIL
MIN. 12-Y2 GA.
113'
TREE PROTECTION AREA o
INTERMEDIATE WIRES
5"
4"
I N
F 226'
113'
DO NOT ENTER
36"
5"
4"
11' 2'
G
MIN. 10 GAGE WIRE
6,
8"
7"
I
MIN. 12-Y2 GA.
I I
(I
_
) INTERMEDIATE WIRES
II
N
II
v_____1
U�
DROP INLET
WITH GRATE
, A
BViNILU I MUM%,
allAI
TREE PROTECTION FENCING
NO SCALE
/4" x 24" HARDWARE CLOTH
STEEL POST W/
WIRE FABRIC X57 WASHED
STONE
GATHER EXCESS
AT CORNERS
c`Trrl nnc`T
BURIED Fr+Ui\ii.
SILT FENCE INLET PROTECTION
NO SCALE
PLAN VIEW
EMERGENCY SPILLWAY CONSTRUCTED OVER —�
UNDISTURBED GROUND AND ARMORED WITH
RIP RAP AND FILTER FABRIC
I SEDIMENT TRA f �`
�\ e \ —/ ••�•� P RAP
DISSIPATOR PAD
UTLET PIPE
POROUS BA S (3 MINIMUM) — — — 'STM D'
KIMMER
CMP RIS -PERFORATED
WATER LEVE DURING STORM PAINTED RED CLEANOUT MARK
TRASH ACK LOCATED HALFWAY UP RISER PIPE SPILLWAY DEPTH (1' FREEBOARD)
POROUS BAFFLES (3 MINIMUM) 1' FROM TOP OF RISER
L— SPILLWAY ELEVATION
SKIM ER
EMERGENCY SPILLWAY ELEV.
INIMUM FORESLOPE 2 1/2 : 1
3' IN. GRAVEL AIL
FILTE
_ MINIMUM BACKSLOPE 3 : 1
y"
ARTH DAM
GATE VALVE OR ORIFICE-
ANn-FLOATATION DEVICE ,ZRIPSPAD
NOTES: RAP
1. SEDIMENT STORAGE 1,800 CF/ DISTURBED ACRE ANn-SEEP C
2. SURFACE AREA BASED ON Q10:
3. INSTALL SEDIMENT CLEANOUT ELEVATION STAKES OUTLET PIPE
4. BASIN VOLUME MAY INCLUDE DRAINAGE AREA UNDER SOME CROSS ROSS SECTION
BASIN NO. L
W
D RISER 0
OUTLET
PIPE 0
SKIMMER
PIPE 0
SKIMMER
ORIFICE 0
SPILLWAY
LENGTH DEPTH
A
9,849 cf
6'
2 "
8"
6"
10'/2'
B 214'
107'
3' 54"
36"
5"
4"
10' 2'
D
5 "
5'
8 "
5"
4"
10'/2
E 226'
113'
3' 54"
36"
5"
4"
11' 2'
F 226'
113'
3' 54"
36"
5"
4"
11' 2'
G
6,
8"
7"
10'/2 1
NOTES:
1. SEE WET POND A, B, AND C DETAILS FOR BASIN A, D, AND G RISER AND OUTLET PIPE INFORMATION.
2. RCP RISER WITH DEWATERING HOLES AT BASE MAY BE USED IN LIEU OF PERFORATED CMP RISER.
SEDIMENT BASIN W/ RISER
NO SCALE
WOVEN WIRE FABRIC (MIN. 32" WIDTH)
WARNING SIGN
ILL SLOPE
LT FENCE GEOTEXTILE FABRIC
6" COVER OVER SKIRT*
EXTEND WIRE 6" MIN. INTO TRENCH AND
ANCHOR SKIRT AS DIRECTED BY ENGINEER*
40"
TREE PROTECTION AREA
c
r DO NOT ENTER
M
d"
WARNING SIGN DETAIL
TREE PROTECTION FENCING NOTES:
1. INSTALL FENCING WHERE SHOWN ON DRAWINGS AND MAINTAIN
UNTIL COMPLETION OF GRADING.
2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
3. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED
AS DETAILED.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
5. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND
50' ON CENTER THEREAFTER.
6. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
7. ATTACH SIGN SECURELY TO FENCE POSTS AND FABRIC.
8. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
PROJECT.
9. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH
INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
10. USE SILT FENCE FOR DRAINAGE AREAS LESS THAN 0.25 AC. DO
NOT USE SILT FENCE IN OF CONCENTRATED FLOW.
11. END OF SILT FENCE SHALL BE TURNED UPHILL.
"""T" -
AM END OF STORM DRAIN
OVERFLOW
1/3 PIPE DIAMETER
`II I=1 11=1(I I1 I I I I_ I I P,
4" EXTERIOR PLYWOOD I I
V,� OF PLYWOOD
UVINi U
PROTECTION OF STORM DRAIN
UNDER CONSTRUCTION
NO SCALE
SKIMMER
SIZE
HEAD
SIZE
3 -DAY DRAIN
VOLUME
1 "
1
5,184 cf
2 "
2 "
9,849 cf
2 "
2 "
16,500 cf
3 "
3 "
29,322 cf
4 "
3
54,803 cf
5 "
4 "
98,496 cf
6 "
5 "
155,520 cf
8 "
6 "
293,934 cf
WATER LEVE�DURING STORM
POROUS BAFFLES (3 MINIMUM)
3" MIN.
NOTES:
1. SEDIMENT STORAGE: 1,800 CF/ DISTURBED ACRE
2. SURFACE AREA BASED ON: Q10
3. INSTALL SEDIMENT CLEANOUT ELEVATION STAKES
4. BASIN VOLUME MAY INCLUDE DRAINAGE AREA UNDER SOME
CIRCUMSTANCES
PLAN VIEW
EMERGENCY SPILLWAY CONSTRUCTED OVER -�
UNDISTURBED GROUND AND ARMORED WITH _
RIP RAP AND FILTER FABRIC
SEDIMENT TR \
POROUS BAF S (3 MINIMUM) -- -- —
-----EARTH DAM
IMMER
0.5" FROM TOP OF WATERLEVEL
TO SPILLWAY ELEVAn�SPILLWAY DEPTH (1' FREEBOARD)
ER
EMERGENCY SPILLWAY ELEV.
INIMUM FORESLOPE 2 1/2 : 1
INIMUM BACKSLOPE 3 : 1
EARTH DAM
ANTI -SEEP
CROSS SECTION
PVC OUTLET PIPE
2% MAX. SLOPE
BASIN NO. L W D
PVC OUTLET
PIPE 0
SKIMMER
PIPE 0
SKIMMER
ORIFICE 0
SPILLWAY
LENGTH DEPTH
C 68' 34' 3'
2"
2"
1 1/2"
8'/1.5'
NO SCALE
PIPE
© 2011 ARCADIS G&M, INC.
C 6 MAY 2011 ISSUED FOR PERMITTING
B 21 APR 2011 NCDENR EROSION CONTROL SUBMITTAL
A 1 APR 2011 ISSUED FOR OWNERS REVIEW
REV. ISSUED DATE DESCRIPTION
PROJECT TITLE
BUTNER AUCTION SITE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE DEVELOPER
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
STEEL
POST
WIRE FENCE
} : PLASTIC OR RITCHIE BROS.
WIRE TIES STEEL FILTER FABRIC Th
IPOST
WIRE BACKFILL TRENCH AND Audioneeis
FENCECOMPACT THOROUGHLY
T i i [ } t i Y
RITCHIE BROS. PROPERTY, INC.
} x NATURAL NATURAL
IT,GROUND
GROUND 9500 GLENLYON PARKWAY
„a
BURNABY,
.... .. BC V5JOC6
/ sv
FILTER MIN. �� SHEET TITLE
��
8" DOWN AND 4" FABRIC
FORWARD ALONG 24"y`{3
THE TRENCH
EROSION CONTROL DETAILS
5 SILT FENCE
NO SCALE
CROSS SECTION VIEW
iA ARCADIS
ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive, Suite 300
Raleigh, INC 27607
Tel: [phone] Fax: [phone]
www.arcadis—us.com
License Number C-1869
SEAL ��ICAurSEAL
R
EXISTING GROUND ��� S
COMPACTED SOIL SEED IMMEDIATELY ,
SEED IMMEDIATELY" AFTER CONSTRUCTION _ S L
AFTER CONSTRUCTION 6 MIN. 25497
33
/ :O NGINEE ti
1 \ 3 1 L \\/�\\// %,�yTy ....... Pte\? .
'''rrr ANt 11�i�`�
SEAL NOT VALID UNLESS SIGNED AND DATED
12" PROJECT MANAGER DEPARTMENT MANAGER
5' MIN. J. ALLEN J. BECKMAN
LEAD DESIGN PROF. CHECKED BY
8_
TEMPORARY D I V E R S I O f �I DITCH J. PROROCK J. ALLEN
NO SCALE TASK/PHASE NUMBER DRAWN BY
00001 A. LYNCH
PROJECT NUMBER DRAWING NUMBER
NC410002.0001 C4.5
a
( ,
ri �i
C 6 MAY 2011 ISSUED FOR PERMITTING
B 21 APR 2011 NCDENR EROSION CONTROL SUBMITTAL
A 1 APR 2011 ISSUED FOR OWNERS REVIEW
REV. ISSUED DATE DESCRIPTION
PROJECT TITLE
BUTNER AUCTION SITE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE DEVELOPER
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
STEEL
POST
WIRE FENCE
} : PLASTIC OR RITCHIE BROS.
WIRE TIES STEEL FILTER FABRIC Th
IPOST
WIRE BACKFILL TRENCH AND Audioneeis
FENCECOMPACT THOROUGHLY
T i i [ } t i Y
RITCHIE BROS. PROPERTY, INC.
} x NATURAL NATURAL
IT,GROUND
GROUND 9500 GLENLYON PARKWAY
„a
BURNABY,
.... .. BC V5JOC6
/ sv
FILTER MIN. �� SHEET TITLE
��
8" DOWN AND 4" FABRIC
FORWARD ALONG 24"y`{3
THE TRENCH
EROSION CONTROL DETAILS
5 SILT FENCE
NO SCALE
CROSS SECTION VIEW
iA ARCADIS
ARCADIS G&M of North Carolina, Inc.
801 Corporate Center Drive, Suite 300
Raleigh, INC 27607
Tel: [phone] Fax: [phone]
www.arcadis—us.com
License Number C-1869
SEAL ��ICAurSEAL
R
EXISTING GROUND ��� S
COMPACTED SOIL SEED IMMEDIATELY ,
SEED IMMEDIATELY" AFTER CONSTRUCTION _ S L
AFTER CONSTRUCTION 6 MIN. 25497
33
/ :O NGINEE ti
1 \ 3 1 L \\/�\\// %,�yTy ....... Pte\? .
'''rrr ANt 11�i�`�
SEAL NOT VALID UNLESS SIGNED AND DATED
12" PROJECT MANAGER DEPARTMENT MANAGER
5' MIN. J. ALLEN J. BECKMAN
LEAD DESIGN PROF. CHECKED BY
8_
TEMPORARY D I V E R S I O f �I DITCH J. PROROCK J. ALLEN
NO SCALE TASK/PHASE NUMBER DRAWN BY
00001 A. LYNCH
PROJECT NUMBER DRAWING NUMBER
NC410002.0001 C4.5

©2011 ARCADIS G&M, INC.
CONSTRUCTION:
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS 8' SPILLWAY SILT FENCE SPILLWAY:
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN, COMPACT ANY 1.5' MIN TRANSITION TO DOWNSTREAM CHANNEL FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING ? CONSTRUCTION SPECIFICATIONS
UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED ~ 2' MAX.
PIPE OUTLET TO SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. ~ - ~ TYPICA 1. INSTALL SPILLWAY IN THE LOW POINTS OF
WELL-DEFINED AREA Q SILT FENCE, THE SEDIMENT FENCE.
2. THE RIPRAP AND GRAVEL BEDDING MUST CONFORM TO THE SPECIFIED • ' ~'t GRADING LIMITS SHOWN ON THE PLANS. ,a' . , _ SEE DETAIL END SILT FENCE 2 PLACE A LAYER OF FILTER FABRIC ON THE
A ~ GROUND BENEATH THE SPILLWAY; PLACE 6
- g ~ A 3. FILTER FABRIC MUST BE PROPERLY PROTECTED FROM PUNCHING OR ~ ~ ~ INCHES OF THE UPPER EDGE IN THE TRENCH.
0 0 a 3 TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE SECTION ACROSS DITCH 3. ALONG THE SPILLWAY, PLACE ADDITIONAL
~ RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE FILTER CLOTH L_ _ ° ° CLOTH STEEL POSTS FOR STRENGTH. THE POSTS MUST
DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF ~ CLASS B RIPRAP 1 1.5 0 1 FT, IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. METAL POSTS, TYPICAL BE A MAXIMUM OF 2 FEET APART AND DRIVEN
12" OF NCDOT ~5 OR 1,5' SILT FENCE SPILLWAY IN 50LID GROUND A MINIMUM OF 18 INCHES.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID #57 WASHED STONE MAX AT 1.5 4. PLACE HARDWARE CLOTH (WELDED MAX AT GALUANIZED SCREEN WITH SQUARE ~
DAMAGING THE FILTER. 1 CENTER CENTER INCH HOLES) ON THE UPHILL SIDE OF THE
5. THE MINIMU THIC S M KNES OF THE RIPRAP SHOULD BE 1.5 TIMES THE 7.5'
La MAXIMUM STONE DIA. UPHILL DOWNHILL P05TS TO HOLD THE WASHED STONE IN PLACE
5. BURY THE BOTTOM OF THE HARDWARE CLOTH,
PLAN 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHALL BE SECTION ALONG DITCH CENTER THE UPPER EDGE OF THE FILTER FABRIC BELOW
HARD, ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED. METAL POST THE OUTLET AND THE WIRE FENCE IN THE TRENCH AND COMPACT THE FILL.
La z 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
~ END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL HARDWARE CLOTH 6. PLACE A FILTER OF X57 WASHED STONE ON THE UPHILL SIDE OF THE OUTLET. PILE THE
WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. L =THE DISTANCE SUCH THAT A AND B .ND B STONE TO THE TOP OF THE HARDWARE CLOTH
a o o a o „ 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING ARE OF EQUAL ELEVATION AND OVER THE JOINT BETWEEN THE OUTLET AND
°~0~°~'j0p STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A ~ a o ~ THE SILT FENCE.
a o ~ o CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER ~ s. ~ ~ L B, B~ MAINTENANCE
_ $ ~ o SECTION OF THE APRON. ~ ~-I ~ ICI I ~ _ i-1LT ~i -.L ' X57 WASHED STONE
- - ::e;:".u.'~_ y'r. ~,'-~;..:aCr . .'~1.;, r atr`'^:~ i 1 E ..i ~ I-~ I ~i ~,~-~`I.E 1 l-i ! i -'t'E7 „t.-•.~.~.F.,~,~ 9. IMMEDIATELY AFTER CONSTRUCTION S A I -~r1=11~= ~ - T BILZE ALL DISTURBED AREAS ,I~~r;l 1. INSPECT SILT FENCE SPILLWAYS AFTER EACH N RAINFALL. IF EUIDENCE OF UNDERMINING OF
" ~ WITH VEGETATION. "~~~""'II~~ ~ I- < ~ THE FENCE OR OUTLET EXISTS, MAKE REPAIRS
6 GRAVEL BEDDING -i~~-III-II) T CHECK DAM SPACING
OVER FILTER FABRIC. PIPE OUTLET PIPE DIA, MIN, APRON MIN. APRON MIN. APRON STONE SIZE DESIGNATION (do) LENGTH (La) WIDTH (Lw) DEPTH (d) (d50 - NCDOT) NO SCALE ;._.I I ~ ~-:I 1 ~ ~ ` ~ - EXISTING GRADE o ~ IMMEDIATELY. 0 2. CLEAN OUT ACCUMULATED SEDIMENT AS
SECTION A-A D-1 24" 10' 12' s" A NEEDED TO ASSURE PROPER OPERATION OF THE
0-3 24" 10' 12' 9" A ~ FILTER FILTER. WHEN THE STONE FILTER BECOMES
„ ~ NOTES: 0-6 24 10 12 9 A FABRIC CLOGGED, REMOVE THE CONTAMINATED STONE, DISPOSE OF IT PROPERLY, AND REPLACE WITH
MAINTENANCE:. 1. CHECK DAMS SHOULD 8E INSTALLED IN DITCHES AT
END OF WORK DAY AND TRENCHES BACKFILLED DAILY 1. INSPECT RIPRAP PERIODICALLY & AFTER EACH RAINFALL EVENT FOR SEDIMENT DEPOSITS. REMOVE ANY 6" CLEAN WASHED STONE.
SEDIMENT DEPOSITS & CLEAN OR REPLACE RIPRAP AS NEEDED 2. INSTALL CHECK DAMS PER PLAN OR, AS A MINIMUM 3. WHEN THE AREA ABOVE THE OUTLET HAS BEEN STABILIZED, REMOVE THE OUTLET AND
PER SPACING DETAIL DISPOSE OF PROPERLY. PROPERLY STABILIZE
THE AREA WHERE THE OUTLET WAS LOCATED.
DANA C E~ MAY 2011 ISSUED FOR PERMITTING
NO SCALE SPILLWAY PROFILE B 21 APR 2011 NGDENR EROSION CONTROL SUBMITTAL
NO SCALE
1 1 J LT E E 1 V C E J I I L L~A I A 1 APR 2011 ISSUED FOR OWNERS REVIEW
NO SCALE REV. ISSUED DATE DESCRIPTION
AREAS TO 8E DISTURBED PROJECT TITLE
(CUT, FILLED, ETC.)
CONSTRUCTION: SEEDING MIXTURE
PIPE OUTLET TO FLAT AREA - DATE TYPE PLANTING RATE
NO WELL-DEFINED CHANNEL 1. ENSURE THAT THE SUBGRAOE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES 5' 0 SHOWN IN THE PLAN. COMPACT ANY FILL RE UIRED IN THE SUBGRAD CLASS I RIP RAP pO Q E TO THE DENSITY OF THE 0 )~p~ DEC 1 -APR 15 RYE (GRAIN) 120 LBS/ACRE
SURROUNDING UNDISTURBED MATERIAL. LOW .AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY Q ~ F~o~y 0 0 © QQQ DEC 1 -APR 15 ANNUAL LESPEDEZA (KOBE) 50 LBS/ACRE BUT?~ER AUCTION S TE
ALSO 8E FILLED BY INCREASING THE RIPRAP THICKNESS. O Q0~ ~0 ~OQpO APR 15 -AUG 15 GERMAN MILLET 40 LBS/ACRE ~ pp~(nQ AUG 15 - OEC 30 RYE (GRAIN) 120 LBS/ACRE
0 Op0 Op0 I 2. THE RIPRAP AND GRAVEL BEDDING MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE 2 2 ® ~ 0
A _ _ , A 1~ ~1 M FLOW ~ 0~ ~ 0 PLANS. o = I ~n 0 #OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
ado dQ Lw NOTE: DIM ARE MINIMUM - W BEYOND JUNE.
a ~ _ _ \ 3. FILTER FABRIC MUST BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION, ACCEPTABLE UNLESS PIPE ~ a ~ CLASS I RIP RAP DEVELOPER
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER OTHERWISE NOTED. J THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP MINIMUM OF 1 FOOT. IF THE DAMAGE GEOTEXTILE ~ J
~ IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. UNDERLINER z T SOIL AMENDMENTS Z TYPE APPLICATION RATE
J AGRICULTURAL LIMESTONE 2,000 LBS/ACRE
m~, 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 10-10-10 FERTILIZER 750 LBS/ACRE
" ~ PLAN o - 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE U MAXIM M STONE DIAMETER.
MULCH TYPE APPLICATION RATE ~ RITCHIE ~R~S.
n L° 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHALL BE HARD ANGULAR HIGHLY
' SECTION VIEW PLAN VIEW Aso WEATHER-RESISTANT AND WELL GRADED. d = 1.5 MIN. NTS NTS AN VIEW STRAW -SECURE WITH MULCH ANCHORING METHOD 4,000 LBS/ACRE
v 7. CONSTRUCT. THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE NTS At1C~~®11~'PS CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
~ ~ ~ RIPRAP AT TH W ~ E DO NSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED RITCHIE BROS. PROPERLY, LNG
o , -
z 8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY E I ~ LET AREAS. OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. 9500 GLENLYON PARKWAY DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12n IN HEIGHT BEFORE MOWING. BURNABY, BC V5JOC6
~ 6" GRAVEL BEDDING STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE NO SCALE
o OVER FILTER FABRIC UPPER SECTION OF THE APRON. MAINTENANCE- REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
~ 9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION. W SECTION AA REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
FOR PERMANENT SEEDING REQUIREMENTS SEE LANDSCAPE PLANS. SHEET TITLE
10. FOR RIPRAP APRONS IN WET DETENTION PONDS: EXTEND RIPRAP TO TOE OF FOREBAY SLOPE.
SOIL PREPARATION EROSION CONTROL MAINTENANCE PLAN: m m
i MAINTENANCE: MINIMUM ACCEPTABLE SOIL AMENDMENTS ALL EROSION AND SEDIMENTATION CONTROL MEASURES
~ WEEKLY AND AFTER EACH RUNOFF PRODUCING RAINFAL ODUCING~RAINFALL.HASTRUCTURESETHAT TEMPORARY SEED ~1G SCNEDV~E EROSION CONTROL DETALS
1. INSPECT RIPRAP PERIODICALLY & AFTER EACH RAINFALL EVENT FOR SEDIMENT DEPOSITS. REMOVE ANY SEEDBED PREPARATION SHALL BE INSPECTED INCLUDE:
i$ SEDIMENT DEPOSITS & CLEAN OR REPLACE RIPRAP AS NEEDED 0 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 1. SKIMMER BASIN
o ADVERSE SOIL CONDITIONS, IF AVAILABLE. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE A MENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN SEDIMENT ACCUMULATES TO THE MA 2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH. CHECK SKIMMER ASSEMBLY FOR CLOGGING. REPAIR A RTES TO THE MAXIMUM DEPTH ALLOWED.
~ PiPE OUTLET PIPE DIA. MIN. APRON MIN. APROrI MIN. APRON STONE CLASS GING. REPAIR AS NECESSARY.
z DESIGNATION (do) THICKNESS ~ (Lo) WIDTH (Lw) 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SLOPES (MAX. 3:~
U ~ REASONABLY SMOOTH AND UNIFORM. 1. SEDIMENT TRAP > 0-2 36" 18" 18' 21' B REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE A MENT STORAGE AREA TO ITS ORIGINAL DATE TYPE PLANTING RATE
i _ " ~ ~ 4. APPLY AGRICULTURAL LIME FERTILIZER AND SUPERPHOSPHATE UNIFORMLY DIMENSIONS WHEN SEDIMENT ACCUMULATES TO THE MA RTES TO THE MAXIMUM DEPTH ALLOWED. ADD AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
E o 0 4 36 18 18 21 B AND STONE TO FILTER BERM AS NECESSARY TO MAINTAIN D Y TO MAINTAIN DESIGN DIMENSIONS. NOV 1 -MAR 1 TALI FESCUE 300 LBS/ACRE ARCADIS G&M of North Carolina, Inc.
~ m` " „ , MIX WITH SOIL (SEE BELOW). N 0-5 36 18 18 21 B AND ABRUZZI RYE 25 LBS/ACRE 801 Corporate Center Drive, Suite 300
~ ~ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM REASONABLY UNIFORM 2. SILT FENCE ~ ~ ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES C MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE Raleigh, NC 27607 DECOMPOSES OR BECOMES INEFFECTIVE APR 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE Tel: [phone] Fax: [phone]
~ SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSIT: DIMENT DEPOSITS SHALL BE REMOVED WHEN JUL 1 -AUG 15 TALL FESCUE AND 120 LBS/ACRE www.arcadis-us.com
SEDIMENT BEHIND THE FENCE REACHES SIX INCHES. ~ ° 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH N S SIX INCHES. ~~~BROWNTOP MILLET 35 L8S/ACRE License Number C-1869
o SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 3. SEEDING FERTILIZING AND MULCHING ~~~OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE VG
~i . , FOR FAILURE AND NECESSARY REPAIRS AND SLOPES (2:1 TO 3:1 ~ SEAL ~~11ti~iiiiuui~, SEAL
cc~z 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. SEEDED AREAS SHALL BE INSPECTED FOR FAILURE ANC o j RE-SEEDINGS SHALL BE MADE WITHIN THE SAME SEAS( THE SAME SEASON, IF POSSIBLE. ~ARO~~%i,~/
NO SCALE 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RES E E DINGS 4. CONSTRUCTION ENTRANCE AND EXIT • DATE TYPE PLANTING RATE ~
• • WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60%
E DAMAGED REESTABLISH FOLLOWING ORIGINAL LIME FERTILIZER AND SEEDING RATES. INSPECT CONSTRUCTION ROAD SURFACE REGULARLY, M~ ~ a PREVENT SEDIMENT FROM LEAVING THE SITE, .AND TOPC E REGULARLY, MAINTAIN IN A CONDITION TO MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE :SITE, .AND TOPDRESS WITH ADDITIONAL AND SE
ii STONE WHEN NEEDED. SWEEP EXISTING ROADWAY TO R 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE .TREATMENT AND ROADWAY TO REMOVE ANY ACCUMULATED MAR 1 -APR 15 ADD TALL FESCUE 120 LBS/ACRE 25497
o D SEDIMENT.. o a. FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. MAR 1 -JUN 30 OR ADD WEEPING LOVEGRASS 10 LBS/ACRE s~~~tt
MAR 1 -JUN 30 OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE ENGINEER JUN 1 -SEP 1 ~~~TALL FESCUE AND 120 LBS/ACRE ~''~~'9T P~~`\\~
APPLY: AGRICULTURAL LIMESTONE = 2 TONS ACRE 5. TEMPORARY DIVERSION DITCHES / REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR ZEA AND REPAIR DIVERSION RIDGE AFTER ##~BROWNTOP MILLET 35 LBS/ACRE '~~~i~~iyAN ~Pl~~,,~v``
FERTILIZER = 10 -10 - 10 ANALYSIS AT 800 - 1, 000 LBS. /ACRE EACH RAINFALL. ~~~OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
SUPERPHOSPHATE = 500 LBS./ACRE OF 20~ ANALYSIS SUPERPHOSPHATE MULCH = 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE 6, GRAVEL INLET PROTECTION SEP 1 -MAR 1 SERIGEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE SEAL NOT VALID UNLESS SIGNED AND DATED
~ ANCHOR =TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR AND TALL FESCUE 120 LBS/ACRE PROJECT MANAGER DEPARTMENT MANAGER
~ EMULSIFIED ASPHALT AT 300 GALLONS ACRE REMOVE SEDIMENT FROM AROUND INLET AFTER EACH S / STONE AS NEEDED. T AFTER EACH STORM. CLEAN OR REPLACE (NOV 1 -MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE J. ALLEN J. BECKMAN
~Y CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL LEAD DESIGN PROF. CHECKED BY
O v ~ O INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED J. PROROCK J. ALLEN
~ O ^ T r n I n n n r n I A n I AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL
\ l i- F-' 1~ I \ CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ThCtl /DLIACC All 111pCD nDAU~~i Dv
L/ i L I I V L I i f V 1 1 I L/ I V 1 4 I I \1 1 Y 1 L I Y/ U V L C I Y/ U V I. I L/ ll Y in,iyi urw~ iwnwu% vivunv uI
O N •L 00001 A. LYNCH
PROJECT NUMBER DRAWING NUMBER
a ~ U (A
Q ~ PERMANENT SEEDING SCHEDULE
NC410002.0001 C4.6

©2011 ARCADIS G&M, INC.
ROOF DOWNSPOUT, SEE
GREEN ARCHITECTURAL DRAWINGS
WHITE 2'-6°
GREEN ' V,"~1: 2'-0" x 3'-6" 2'-0>' FOR GRATE ELEVATION,
GREEN ACCESS„3L SEE DRAINAGE „ 1 DEPRESSION
STRUCTURE SCHEDULE 2 2'-6°
6" THICK CONCRETE SLAB DROP INLET' FRAME & GRATE ADJUST SIZE OF C R8 .TYPICAL
WITH 6x6 W2.9x 2,9 FOR H-20 LOADING WITH W MIN. CLEAR AREA = 4.0 S.F. INLET BASED ON STORM
GREEN ESERVED WELDED WIRE FABRIC SEWER PIPE SIZE, 6" TYPE N-12 FABRICATED 45
~,'_r~l{.n. DEGREE BEND, AS MANUFACTURED FINAL GRADE, SEE DRAWINGS ~ BY ADS OR APPROVED EQUAL FOR ELEVATIONS I
WHITE ~ , m ~ ~ DOWNSPOUT ADAPTER, AS
///j / ~ MANUFACTURED BY ADS
00 ~ ~ ~/i~~ ~ ° ~T FINISHED GRAD ~ E w ~ ~ . o 6" HDPE PIPE, TYPE N-12 ~ ~ OR APPROVED EQUAL, AS MANUFACTURED BY ADS / ~ ENSURE WATERTIGHT
BLUE ~ OR PAVEMENT 3(H):1(V) MAXIMUM. Y RIM ELEVATION OR APPROVED EQUAL ~ ~ ~ ~~j~//~~ ~ ~ ;CONNECTION
~ SLOPE UP OR DOWN a PRE-CAST OR MASONRY ° GREEN M,H. STEPS @ <; m (CYCLE-SAFE GRATE '
" MIN. WIDTH= CATCH BASIN ASPHALT PAVEMANET ~ 16 O.C,, TYPICAL / _ '>-6" TYPE N-12 FABRICATED
PIPE DIA, a BASE COURSE ~ / ~ ~ ~ 90 DEGREE BEND AS
i „ +12" z ~ ao - 6 1YP. p . ~ o
GREEN ,Xl~r, ~ GREEN n " z ~ PIPE 'y"" ~ TRANSITIONAL TEE OR . .._i MANUFACTURED BY ADS OR APPROVED EQUAL REDUCING TEE FITTING
GREEN l ~.~NAL; . Q ~ ~ • WHITE ; ; , „ , . m ~ r<, WEEP HOLES AND GRAVEL, ~,-0 „ TRANSITIONAL TEE "T f /-~\`A /
GREEN ~2G0 • ~ ' w = m ~ TYPICAL ALL FOUR SIDES OR REDUCING TEE ''t '~f/~~ ,r ~ ~
•a ~~w GS 20-37.^- ---GREEN ° ' m a QQ= > v ~ TANDARD .PRE-CAST MASONRY, FITTING i I /
„ cn #4 BARS ~ 12 O.C., E.W. w OR CAST-lN PLACE CATCH BASIN ~ j....... { icy C ;r ~'F( BUILDING FOOTING
NOTES: ? GROUT CHANNELS „ n FOR H-20 LOADING - ~ 6 #57 STONE r ~ :4~~~~.....~K, " ~ ~ (DEPTH VARIES AT ~ t
a x 1, HANDICAP SIGNAGE SHALL GOMPLY WITH REpUIREMENTS OF UNIFORM FEDERAL m m GROUT GROUT ~ ~ A~ LOADING DOCKS)
ACCESSIBILITY STANDARDS (UFAS). HEIGHT OF BOTTOM OF SIGN SHALL 8E 60" NOTES: ~ „
FROM FINISHED GRADE. VAN ACCESSIBLE SIGN T PROVIDED W S 6 GRAVEL 6 GRAVEL 0 BE HERE HOWN. 1 T MIN. WIDTH t 1 l I ( )
1. OMIT CONCRETE SLAB AT TOP FOR DROP INLEfS LOCATED IN NOTES: 2. PENALTY SIGNS ARE REQUIRED TO ACCOMPANY ALL HANDICAP PARKING SIGNS. ASPHALT OR CONCRETE PAVED AREAS. SEE PLANS (MIN.
STORM DRAIN WIDTH = 8") HDPE STORM DRAIN (RL-ROOF LEADER) PIPE, TYPE
3. VAN ACCESSIBLE SIGNAGE REQUIRED FOR VAN ACCESSIBLE SPACES. 2. PRECAST STRUCTURES SHALL BE USED, AT A MINIMUM, WITHIN 1. PRECAST STRUCTURES SHALL BE USED, AT A MINIMUM, WITHIN (ROOF LEADER) N-17 AS MANUFACTURED BY ADS OR APPROVED EQUAL, ALONG BUILDING, SEE GRADING AND DRAINAGE
PROPERTY LIMITS. PROPERTY LIMITS. SECTION A-A PLAN FOR INVERT ELEVATION AND PIPE SIZE
4. SIGNAGE PER NC ACCESSIBILITY CODE DETAILS R7-8 AND R7-8E.
NO SCALE NO SCALE NOTES:
1. SIZE OF TRANSITIONAL TEE OR REDUCING TEE FITTING IS BASED ON
ROOF LEADER SIZE AS INDICATED ON GRADING AND DRAINAGE PLAN. ' 4
NO SCALE
2. USE SPLIT COUPLERS OR WATER TIGHT JOINTS WHERE TWO PIPES ARE CONNECTED. ALL CONNECTIONS SHALL 8E WATERTIGHT.
L5° SURFACE COURSE, TYPE SF-9.5A, TYP. D 0 UV S P O U T BOOT B 6 MAY 2011 ISSUED FOR PERMITTING
2° BINDER COURSE, TYPE I-19.OB, TYP, NO SCALE A 1 APR 2011 ISSUED FOR OWNERS REVIEW
10° CABC COMPACTED BASE COURSE REV. ISSUED DATE DESCRIPTION
PROJECT TITLE
VA~~ VA COMPACTED SUBGRADE / (98% COMPACTION STD. PROCTOR) 1 ° SURFACE COURSE, TYPE SF-9,5A, TYP.
HEAVY DUTY SECTION „ 2 BINDER COURSE, TYPE I-19.OB, TYP.
7°, 4,000 PSI CONCRETE PAVEMENT, TYP. BIJTNER AUCT10~! S TE
6" CABC COMPACTED BASE COURSE
s` COMPACTED SUBGRADE
/ (98% COMPACTION STD. PROCTOR)
4° CABC COMPACTED BASE COURSE LIGHT DUTY S CT E ION
\ ' COMPACTED SUBGRADE / , (98% COMPACTION STD. PROCTOR) DEVELOPER
a~
a CONCRETE SECTION T
m 7
O ~
NOTE; VERIFY PAVEMENT THICKNESSES WITH o~ GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION.
~ RITCHIE RCS.
c= ~T Auctioneers
U.J
NO ,SCALE m RITCHIE BROS. PROPERTY, INC.
9500 GLENLYON PARKWAY
J BURNABY, BC V5JOC6
0 _I ~
V CAHTtLEvER 4UT'NAkD5 TO 3•RADws s• r
RIGHT Oi^NAY {EXTERNAL TD SITE) - ® 9~-0' SHEET TITLE
~ THREE STRANDS U BARGED V11RE I GAI.YA?112E0 1'OP RAIL 5rZc"D sr veer v STALL
m RER NANUFALTURER'S RECOM}dENDATIDN t~'t . m HANDICAP ~ -BLUEPIELDBACKGROUND
m % ~ ~ GALvaN12RP ' ~ ~s WHITE BACKGROUND (NTH STANDARD BLUE GHAINUNH FAt3Rh, 3•W. PAINTED STRIPE PAVEM M ENT ~ - TRAFFICUNEVJ}iiTET1P. CIUI~ DETAILS
~ ~ BACK(~OUND ~d WHITE SYMBOL FOR G.I. SLEEVE AN Z TERMIr~AL PoSr a" a.o. scHEDULE as PIPE HANDICAP BOTH SIDES ON GALVANITED ROUNDED TOP. n - CnTE POST a' O,A. SCHE[AlI.E ao PIPE METAL POST. 2 SIGNS BACK TO BA HAND SMOOTH FIN( J--~ MARKING
~ UNE POST 7" O.O. SCHEDULE 4d3 PEPE I ~ ~ R ~ ~ WHERE REQUIRED. 6'DIAMETERSTEEL 'v ~ NOTE
0 STRETCHER BAR PIPEwICONC.FILL ~ PRDVIDEATFACH ACCESSIBLEPARKINOSTAIL
z GATE 3CtlEDULE I O TEhSiON t4tttE I ~ AIL BOLLARDS TO RECEIV~RO D PLAST C ~ S 9"RADIUS~ ~ _r 112
TYPE DESGRIPTrgN NOMINAL 512E Ir COVERSWRHROUNDEDPLASTICCAPSHIGH r,a• ~ A SINGLE SWING GATE Bt5mm {}6" ~ ~ ti~ DENSITYPOLYETHYLENEASMANUFACTURED ~ 10'
~ B ~m~ ~ CviNG e~TE t22Omm {-0g"y BYSUREGUARD.PLACEOVERCONCRETE 'i'w M 2a-o° 2a~^
z c SINGLE sw;^aG GATE r5aomm 50^ CoNCRErE FooT~ aP #5REBARP•6'LONGWITN FIILEDSTEELPiPE•QUIGKINSTALLATIONWITH 1.-~ rep PRECASTCONCRELE o D .SINGLE Sw;wG GATe T83pmm 72" ~z 3t4'HOLEGAST •~1 ( 6.04m } p~p• (6.OOm }
PARI4NG BARRIERWITH RITCHIE BROS.-ORANGEGOLOR E DUAA SWING GATE 366Omm t#4" 6t3 2-iKiREBARSUSE4W0
F SING€E GANTilEYET2 GAZE 610Dmm {24D"} ~ w PS{ CONCRETE NDTE: / C SINGLE ROwNG GATE Bi mm AO CUR8,8UILDING,EDGEOF 1. HANDICAPSTALLSIGNAGESHALLCOMPLYWITHLOCALREGULAT RYA TH RITY,
cn ~ P ~ I2" DIA DN END POSTS PAVEMENTORSTRIPES 0 U 0 0 o H SINGLE ROWNG GATE 62a7mm {ap4°} f 0" DIA ON UNE POSTS 2 WHEEL STOP TO BE INSTALLED BOTH SIDES DF SIGN POSL a N ~ ~ ® ARCADIS G&M of North Carolina, inc.
~ m CHAIN (INK FENCEDETAII. r-o"WHEREAOJDININC HANDICAP POST AND SIGN DETAILS N NOTE; f,y GATE ROUGk OPENING TO SUIT fENCEfCd~TE FLUSH WALK, 3'-0 WHERE 803 Corporate Center Drive, Suite 300
~ :c MAAIUFAGTURERS sPECIEtGn7tt~!S Aru> N Ts ~ ADJOINING BUILOWG ~ NOMINAL SIZE AS SHOWN. NOT€; USE CfWIN UNK PENCE 2A RESERVED 12X18 SIGN HANDICAP POST SIGN Raleigh, NC 27601
I ~ x,) A¢,L ELEGTRtCAI CONTROLS TIT NEAREST BUILDING MANt~ACTURES INSTITUTE STANDARDS AND OPERATED FROM IN?EEtlbR C€ HUiL4fNG. f N 3.) MAFN Etd'TRANCE GATE CCrdTROLLE6 NMR REMOTE WHEEL STOP TYP. REFER TO AQ.2-04 HANDICAP SYMBOL Tel: [phone] Fax: [phone]
00~ CONTROL AND PP9 MQUNT£D ACCESS CONTRgL D£vtCE. 1°BEVELEDEDGE PARKING 12X651GNATVAN www.arcndis-us.com
p a.) EVENT PARKING, AREA FENCED SEPERATEI:Y €ROM AiSPr>aY CDMINUOUS SPACES ONLY Tom. AREA, 6;~e 4AN O 4° PAINTED License Number C-1869 ~ ® YELLOW STRIPE,
~ 1114"GALVANIZEDPIPE N coL~ sAMPLE SEAL
c0 z N C7 -I COUNTER BALANCE WI CAP•PAINTED BRONZE / GATE WIDTH APPROX, PER MARUFAOTURER a IINJ )~I TO BE APPR04Ep ~~1t1111111Ii1!!!// SEAL iur~l BY RBA, \~~~~~~~N CARS''%,,~
~Y 12' MIN x_2,6., ~ CONCRETE ~ S~Q
• SUPPORTS EVERY 4' BOILERS W( 1NISHGRADE o z
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} . ; ~4 ,Rt,-: {TYP} UNK~G~,4T~tiAIN FUTURE OPERi T'aR 4• POST CONCRETE IIVHEELSTOP z i~2 ToP ~ 3Z LOCATE AT EACH HANDICAPPED PARKING SPACE
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36 ~ SCALE: NOT TO SCALE 39 PAVEMENT MARKINGS' HAIVDICAI~ PROJECT DMANAGERGNED AND DATED DEPARTMENT MANAGER SCALE: NOT TO SCALE olds J. ALLEN J. BECKMAN
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SITE DEVELOPMENT GUIDELINES AUGUST 1G, 2010 11 %W fa1ti iMliVdf. CIVIL DETAILS ® 171PadI IGOI7VJ. CIVIL DETAILS F112 I%R"Mm In- 1 fin.ll INVfvlwLlx ul%nvvlY ul CIVIL DETAILS 00001 A. LYNCH
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a TYPICAL CHAINLINK FENCE & GATE z Auctionew PROJECT NUMBER DRAWING NUMBER
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NC410002.0001 C5ml

©2011 ARCADIS G&M, INC.
i REACTION BEARING AREAS FAR WATER PIPE BENDS REACTION BEARING PION BEARING AREAS FOR WATER PIPE BENDS j
- BASED ON TEST PRESSURE OF 200 P,S,L BASED ON T i BASED ON TEST PRESSURE OF 200 P,S,I, ~ a
i ALL AREAS GIVEN IN SQUARE FEET, ALL Af PROPERTY ~ ALL AREAS GIVEN IN SQUARE FEEL i ~ ~ ;'4';dl~9ra i Q' I ~ ~ ~ ~ D Z i
LINE I : d•'A' .~1 j rJ ~ Q MINIMUM 36" HORIZONTAL CLFN7A1dCE FROM ANY 0@JECT. ~ ; • I ~ he h ~ Q e J i Q ?q ~ ~ 24 ( ~w I
v ~
~ - 'g.~o>,; . ~ , 00 Jh q~ & 0~ e'& e ~ : qh ~,t<~ 0~ J~' q2 ~0 q~J COQ ve q~ S0~\~ j ~ W m ~ w
FIRE HYDRANT, PUMPER NOZZLE TO $E ~ 'd:• • v ~ ~ ~ V ~ i 4 Q 4 Oe~ v 00 \ q0 ~ f` ~ I PERPENDICULAR TO STREET, P• ! q ¢
• q >l h v h h e O h Jv c, e~ oo Q q q h~ ~t~"h1 v h1 ~ /1 ~ _ • : ,o? a` f e~ 0~ tiJ qh ~e ~ c, ~ 0~ ~ 0„ ~I J ~ , q h do , o e~ =q tiU qh e q U q Ov e 1~` G0~ ~ ~ ~ ~ q o QO wQ~ ~d•:a.: £w" w i ~ ~ /~l_\`` e~~ caw`' ~~w`' ~~o° ~ i ~¢aI~ '~'''.Q ~ ~ ~ ~ cP ~ ~ V `V v V V i x w z Y 41t .P. N r I
I OU D~ A ' Q o 0 q Q J~ q~' 0 4~ oo e o oo ~q oo ~q o tiU~ti~ J~ o0 0 q0 ti ~ Oho ~ o Z .~I a.. I ~ o O 4 e J q o F o g4'oo oo e ~ -~J°° ?q o° 2qo° tic,~ti" c,~ o°o x a s a } n.. A z I Oo Oo ~o° ~o eo pro JO Oo~ I ~Fw~ '..d•v• ~ o
~ i W o P. • • hti Q h QO •~0 a° h0 2° q~ Oo he'bo he aJ h0 ~0 h~ti p QO ~0 h00`° a IF THE VAIVE ASSEMBLY IS NGT ~ ~ - ~ ~P ~iZ ~,yb `JW hQT ~i/ QLi ~ti I .Q, q ~ p ~ a
LOGATED IN THE PAVEMEM, R MUST 8 - ~j° 4n NAVE A TWO FOOT BY TWO F007 ° I Il 1/4 1 108 ° I FLANGE MUST BE ABOVE GRADE. CONCRE(E PAD POURED AROUND U7 cA ~ ° 1 1 o avvwm ¢ ~ ~
I THE VALVE BOX TOP. it MUST @E d' ° - ~ ~ E 1 1 1 1 2 1 11 1/4 17,734 S 9 11 S 9 11 3 3 5 18 2 ,Q, z > a i :V, a ~ !
~ ~ ~ GUTTER PWRED IN PLACE. i a e'A ~ p t 22 1/~' 2,207 1 2 2 1 1 1 3 I 22 1/~ 35,305 9 18 2i . s!DEWALK ! °0 - ~''::v , v:"~ : 45° 4,328 2 3 3 1 1 2 5 1 ° ~ 6 ~ _ •4 • q 45 69,252 18 35 4. 9 18 22 5 5 9 36 4 t~ a ~ w ~ I
o, 90 7,996 2 4 5 1 1 2 8 1 ~:.~'e•': ^ '"'4''r• ~ PAVEMEM ~ - D a~'D.D••!'v~: ~ A ' ° 90° 127,936 32 64 T. 18 35 42 9 9 18 70 7 \ Z ~ ~ ~ N 32 64 77 16 16 32 128 13 I ~ 3 LJ a a ° w
o° ~ .Q•.o•.a;b Z I l~ ~ - W { PLUG 5,655 2 3 4 1 1 2 6 1 PLUG 90 q7g 23 46 5: ~ H G Q U 23 46 55 12 i2 23 91 10 a ~ °n R ~ ~ z z
6" GATE VALVE I z ° (b f~ W S n n ~ a N ? W W ~ w
3'-6" MIN. CONC. THRUST ~ 0 /4° 2 970 1 1 2 1 1 1 1 Ii 1/4 14 17 COMPACTED EWCKfILL BLOCK ! ~ Uj ~ 11 1 2 27,709 7 7 14 17 4 4 7 2 3 j ~ ? ~ i i
U ~r Z (TAMPED IN 6" UFTS) I ~ - Q 22 1/c`P 3,922 1 2 3 1 1 1 4 1 22 1/c 55,163 14 28 3' 14 28 34 7 7 14 S6 6 i w ~ w- ~ m cv m~ F ° p ~ cCOUm~lnc~'u w o ~ ~
N o 45° 7,694 2 4 5 1 1 2 8 1 45° J 108,206 28 55 6: 2$ 55 65 14 14 28 109 11 ~ a ~ ~ a w Q ti M ~ m d row J I ° ~w ~ ~ vnGro~n J ~ ~ ~
FQ ~ ~ 90° 14,215 4 8 9 2 2 4 15 2 90° 199 900 SO 100 12 6° MIN. @RANCH PIPE I MruN ! PLUG 10,053 3 5 6 2 2 3 10 1 PLUG 141,372 36 71 8`, SO 100 120 25 25 50 200 20 ~ ti z 3 ~ y ~ ti ¢ ¢ a w I
I ~ 36 71 85 18 18 36 142 15 ~ 3 i ~ z ~ a a ~ ~ a w
~ o J 3 4° BRIDLE R00 MAY 8E i -0 w 11 1/4° 4 ° I-a I-~a I~ w tiwAz 10 20 24 5 5 10 40 4 ~ a W ~ ~ ~ _ ~ ~ ~ N ~ I
~ COUPLED ONE TIME , ~ N 4, 33 2 3 3 1 1 2 5 1 11 1/4 39,901 10 20 2~ CONC. SEWING sLAe ~ _ ~ ! 22 i/~' 8,826 3 5 6 2 2 3 9 1 22 1/c~ 79,439 20 40 4f WJ I f7 ?~?p 20 40 48 10 10 20 30 8 / v ¢ 3 A ~ ~v ca J ~ N i
7'-3"xt'-3"x4° THICK 7 CU.Fi. CRUSHED STONE MIN. CONC. FOOTING, INSTALL = WHEN USING PVC PIPE. ~ a „ ! 45° 17,312 5 9 11 3 3 5 18 2 45° 155,816 39 7$ 9• 39 7g 94 20 20 39 156 16 ! rd`; ~ Q N ¢H=- o ¢ a ? v
CONC. THRUST BLOCKING ! ~ z y a °r v ~ ~ ~ o o - UNDISTUR@ED 504 a i ~ n a ~ ~ ~ 90 31,983 8 16 19 4 4 8 32 4 90 287,85 72 144 T 72 144 i72 36 36 72 288 29 ~ ~~4 • N iu ~ w ~ ~ ~ A
M x ~ ~ » ~ PLUG 22,619 6 12 14 3 3 6 23 3 PLUG 203,575 51 102 is FlRE HYDRAM- SHALL BE A CLOW MEDALLION WRH A 5 1 4" MAIN VALVE OPENING I ~ ~ w a w o ri ~ ~ " ~ w „ 51 102 122 26 26 51 204 21 ~ N ~ ~ ~ ~ ~ o ~ ~ ~ N Z w J ~ j
/ I ~ ~Z= aW 48 BReWCH PIPE- SHALL BE A MINIMUM OF DUCTILE .IRON CLASS 50 OR PVC AWWA C900 CLASS 200 ~ W J ~ ~ ~ ~ r ~ ~ a ~ 16 ° ~ 'W J W U Q I- I I a W Z l7 N I
@" GATE VALVE -SHALL 8E AWWA CSOD-8b OPEN LEFT. j ~ N ~ A U y ~ a ~ it a ~ , it 1/4° 7,881 2 4 5 1 1 2 8 1 11 1/4 70,935 18 36 43 CONCRETE- SHALL ALL BE 4004 PSI MINIMUM AND TRANSIT MIXED FORS PVG PIPE BEDDING z z w a o a 18 36 43 9 9 18 71 8 ~ t- o w ? I ~ ~q;,• .s w h u ~ E
SHALL CONFORM TO STANDARD DETAIL W-3. I W w~ M a a i w a ~ 22 1/~' 15,691 4 8 10 2 2 4 16 2 22 1/2' 141,218 36 71 85 RODS AND BOLTS- MUST BE HOT DIPPED GALVANIZE OR STNNLESS u7EEL ~ 1- ~ ~ ~ ~ ~ " y ~ ~ ~ a w w awyZ,"z ° 45° 277,007 70 139 16E 36 71 85 18 18 36 142 15 I ~•a w 70 139 166 35 35 70 277 28 j 3 ; a °a• ? ~ a ~ ~ '
FIRE HYDRAMS WILL BE INSTALLED IN TRUE VERTICAL POSmONS AS DEFECTED 8Y TN j H w ~ ~ _ ~ °z w a g ; ~ 45 30,779 8 16 19 4 4 8 31 4 "NAKED" EYE. E j ~ ~ "0 ^ ~ ~ < w ~ $ ; j ° 29 7 90° 511742 128 256 32 j a~ '•Y°1 I 128 256 320 64 64 128 512 52 I
W z..waRMV,.,~omym I 90 56,861 15 3S 8 8 15 5 6 MIYiIME SOE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF THE ~ , q W ; PLUG 361911 91 181 21. FIRE HYDRAM, 1HE PERSON RESPONSIBLE FOR FOR THE WORK IS RESPNSIBLE FOR A0.IUSTING THE FIRE ! p•• . PLUG 40,213 10 21 25 5 5 SO 41 5 91 181 217 4b 46 91 362 37 j a ~ ~
HYDRANT TO STAY WRHIN COMPLUrNCE •'•b • ~ SGWASA I ,Q'1~'D i REACTION BEARING AREAS ARE IN SQUARE FEET REACTION BEARING AREAS ARE IN SQUARE FEET ? +RE M SQUARE FEET SGWASA j ti 3 ¢ , ~ UTILITYGDEPARTMENT '
! _ p• a: UTILTTTES DEPARTMENT MEASURED IN A PLANE IN THE SGWASA • • MEASURED IN A PLANE IN THE 'HE ' OD TD THE THRUST UTILITIES DEPARTMENT I ~ W ~ e~^~ e'' ~ !
-'~,~.q• n TRENCH AT AN ANGLE OF 90° TO THE THRUST UTILITY DEPARTMENT TRENCH AT AN ANGLE OF 90° TO THE THRUST SGWASA STANDARD FIRE HYDRANT INSTALLATION DETAIL, _ .a;°''~'.: STANDARD THRUST BLOCKING VIEWS VECTOR. VECTOR, w £ STANDARD VERTICAL BEND ~ THRUST BLNCKING DESIGN ~ ~ ~ "
~ ~N• USE 6' - 91A BEND VALUE FOR HYDRANTS FDR THRUST BLACKING DESIGN USE 6' - 9IP BEND VALUE FOR HYDRANTS FOR ! '.9'.N DWG, N ,REVISIONS DATE REVISIONS DATE 1 ADDITIONAL SAFETY FACTOR. ADDITIONAL SAFETY FACTOR. W-4 i - QUANTITY TABLE FOR HYDRANTS FOR t• QUANTITY TABLE i DWG. NO. REVISIONS DATE REVISIONS DATE `
j W-9 s DWG, NO,REVISIDNS DATE REVISIONS DATE DWG, NI DWG. NO. REVISIONS DATE REVISIONS DATE ~ W-12 I !
W-10 W-11
_ .
` ' ` ~ moo ~?p i I i
j MINIMUM VAULT SIZE ~ A cc w Z ~ NEW MANHOLES USE AN APPROVED BIIUMINOUS j A ~ W ? 2 i ' BASF SEALANT THAT SHALL BE APPLIED 70 ; ~ H H ~ ~ I SEE C,OR. STANDARD 5-25 THE TOP OF THE WNE SECTION TD PROVIDE I
30 3/4` ~ (INSIDE DIMENSIONS) ! ~ ~ H j i ?w~ w 4` 4`9'xT2' I z~} ~ p W N W 0! C) 3 ~ I FOR MAt&IOLE FRAME AND COVER A WATER TIGHT SEAL :
FINISHED GRADE ~ 6' S' 0` x 8' 2' . J J ~ ~ ~ ~ ~ z ^ w i 8 6 MAY 2011 ISSUED FOR PERMITTING AfA aJ pZ ~
: 0. ~ ! NQfF J •C" 8' S' 2° x 9' 7" w w ~ W fF > UZS j j
''o STATIC WET OR DRY SPRINKLER SYSTEM ( ~ s ~ ° ' a 10' S` 5" x 11` 6' ' I' w j ••Q CONTAINING NO BOOSTER PUMPS OR PUMPS Z ¢ H ~ e=~• ~~a 2'-0~ ~~~:Q j A 1 APR 2011 ISSUED FOR OWNERS REVIEW Z~¢~ wW ~ 24` MAX : 0 4.? ;.D
,.o ~4 APPROPRIATE BACKFLOW THAT HAVE TO BE TESTED ! d ¢ ~ w ~ ¢ d o PREVENTION d ~ ¢ _ ~ 3 QJW~ aH qW Q ~ I r° Z r•D. ~•O .•'D. 1 a:axe 33 Wiz 1 ' d•a ~
ASSEMBLY APPROPRIATE FIRE LINE Z a x ~ v ,a ~ 'A ; R THE FIRE LINE MAY R. A ~ ~ ~ ti ~ ; ``'d REV. ISSUED DATE DESCRIPTION i.i.v Vi I I EACH JOINT ~ I
REINFORCED PRECAST BACKFLOW PRE, ASSEM, ¢ 'A' " ° . ~ CONCRETE BDX OR NEED TO BE METERED AND (PER NCDEH -RPZ) ~ a Q I SHALL 8E 4 N ~t d ' III ~ WRAPPED WITH ECCENTRIC M,H. CONE MAY a PROJECT TITLE
CARRY A MONTHLY FEE (ABOVE GROUND ONLY) ti,; 4' CONCRETE BLOCK ~ SEE DETAILS W30A, W30B, 4 A 6' WIDE .Q a 'e', i ~ W ~ BITUMIN~IS BE USED ON 6' , 10' AND i ~ ~ j ! WRAP ~r ~ ~V • ° 12' SEWER HAItVS
! ~ AND W30 C ' •.P• DOMESTIC LINE I W ~ i ~ .0 ? MANHOLE CONE AND BARREL I
~ D j METER APPROPRIATE FIRE LINE ` ~ I f SECTIONS SHALL HE AS PER Z ~ I j ~.e ~;v ASTN STANDARDS
I a d METER ASSEMBLY BACKFLOW PRE. ASSEM. f ` vp (PER NCDEH -RPZ) w Q ~ 4'-6' DIA, AS BUT~IER AUCT O[`1 SITE
- v COMPACTED BACKFILL ~ (ABOVE GROUND ONLY) FIRE LINE ~ ~ ~ FIRE LINE ~ U ~ ! j ;'n; REQUIRED m i : I
I v , v , #67 STONE ~
i . e , a MAIN MAIN I NOTES \ w ern; a 'O' RING SEAL , U I P 4' ~ F > OR RAM-NECK j J W A W { 4"n..~
i 4 d•Q ALL FTTTTNGS & VALVES FIRE DEPARTMENT CDN- 6' TO BE MECHANICAL JOINT METER IRRIGATION LINE i v.
Q~• NECTION If APPLICABLE FIRE DEPARTMENT CON- OR FLANGED, ASSEMBLY NECTION IF APPLICABLE i Y a~ J I I ~ a y nN, ~ J ~ r.... • e'~..a RUBBER BOOT I
BYPASS TD BE RODDED R R FROM TEE TO TEE, 0 REDUCED PRESURE W .~o'°'•; ' LATERAL INVERT SHALL NOT FG ~p Q I ~:D:aQ' ~ , : .':o• 9 ~ --.-____-•-~BE LOWER THAN MACN SPRING- S ~ N = ~ I ! •c+:; ' . p LFNE, MANH~,E NEEDS 70 HE DEVELOPER
W ASSEMBLY ' ~ CABOV R N N ~ wr- I ~ 4~'•'~ 4~;0,, AHOVEtOYEARFL00DPLAIN ,w., ~ ¢ W Z ~ • d.? e ~ ~ • AND VENT TO BE 1 'ABOVE
I METER BDX DIMENSIONS & INFORMATION ~ E G OU D 0 LY) I ~ _ ~ ; METER SOX FRAME I M/L' ~ w a A H i •a .p ; 'e ,'a'; 6' f00 YEAR FLED PLAIN. j w ~ i ' D' < • D': a ' . D' > a: d • 1 WHEN MANHOLE TOPS ARE IN
a ; TYPE OPENING ,A AND COVER ~ i, SERVICE TAPS FOR 2° AND SMALLER DOMESTIC SERVICES 1.IF A FIRE SYSTEM CONNECTION HAS NO PUMPS TO BE TESTED ! F AND THEREBY USES NO WATER UNLESS THERE IS A FIRE ! w a ~ m iyl ~ EXCESS OF 3' ABOVf GRADE. H• p z ~ ~ ~ I 9` OUTSIDE STEPS MllST BE ~ H- Z Q ~ PROVIDED, SEf STANDARD
I - ~ MAY BE BY CORPORATIDN COCKS, LARGER SERVICES WILL EMERGENCY -THERE IS NO MONTHLY FEE 'c m 1 1/2' 2' 30 3/4' x 40 1/4' 42" C,B,-SD-S ~ I I REQUIRE A TEE AND GATE°VAIVE OR TAPPING SLEEVE AND ° ( SECTION A-A r S-26 FOR STEP DETAIL IN I ~ i G NON TRAFFIC AREAS, TOP OF
o ~ 3`-4' W/AWWA 30 3/4' x 40 1/4' 42` C,B,-SO-5 ! VALVE ASSEMBLY AND 90 BEND, { c °p ~ N ~ I FRAME AND COVER SHALL BE i ~ d ! INSTALLED A MIN, OF 1' ABOVE
a I STRAINER 2, FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY j s i AT ITS END TO FACILITATE FLUSHING WHEN NEEDED, j 4' HP W/ UL i 2, DOMESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON p i FINISHED GROUND SURFACE ! L- i , .d Q• " ° •9''' , SEE SEWER DESIGN SECTION ~ IT~IE ~RC~S.
o~ 30 3/4' x 40 1/4' 42° C,B.-SO-5 ! b' OR LARGER FIRE LINES BEFORE THE BACKFLOW ASSEMBLY, 3, PER NC DEH, NO DDCVA CAN BE USED WHEN FDCs ARE INSTALLED, I a,~ j STRAINER RPZs MUST BE USED, I °
I 6' & LARGER ° - - - 3. ONE DOMESTIC TAP PER FIRE LINE ON STREET SIDE OF BACKFLOW, ! a F L~ A °'a A MIN, 9' COMPACTED #67 STONE ~ Auctioneers w ~ ~ i I d 'a, ~ BASE TO BE INSTALLED '
~ o W/AWWA STRAINER 30 3/4' x 59 S/8' 49 T C,B, SD 6/6' ~ ~ 3v ~ > Z ~ = IL_ UNDER NEW MANHOLE I
U~ ! 6' & LARGER 4, FIRE LINE SHALL HAVE A FIRE HYDRANT OR BLOW OFF ASSEMBLY i ~ ® ~ rn ' W/UL STRAINER 30 3/4' x 70' 49' I-C,BrSD-6/6` ® I IN NON-TRAFFIC AREAS, TOP OF RITCHIE BROS. PROPERTY INC. \ FRAME AND COVER SHALL BE ,
3 . AT ITS END TO FACILITATE FLUSHING WHEN NEEDED. a 3 ~ 6' & LARGER COMPOUND 30 3/4' x 59 5/8' 49' I-C,BrSD-6/6' j ~ 5, PER NC DEH, NO DDCVA CAN BE USED WHEN FDCs ARE INSTALLED. RPZs MUST I,~j Y, INSTALLED A MIN OF I' ABDVf 9500 GLENLYON PARKWAY a ~ ( FINISHED GROUND SURFACE.
BE USED, <c ~ SGWASA a•:p.. .'a~ ° BURNABY, BC V5JOCfi SGWASA SGWASA
o ? UTILITY DEPARTMENT SGWASA SGWASA ~ i ! UTILITY DEPARTMENT i I UTILITY DEPARTMENT
TYPICAL 1 1/2"- Hn WATER UTILITY DEPARTMENT UTILITY DEPARTMENT ! ~ i TYPICAL FIRE MAIN WITH ! I STANDARD PRECAST SANITARY '
METER BDX INSTALLATION FIRE, DOMESTIC & IRRIGATION FIRE CONNECTION TD sTATtc SPRINKLER BACK FLOW ASSEMBLY s I SEWER MANHOLE
~ ~ DWG, NO, REVISIONS DATE REVISIONS DATE ~ ~PTI~NS SCHEMATIC SYSTEM -WITH OUT BOOSTER PUMPS ~ DWG, ND. N ( W-29 ' DWG, N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIDNS DATE 1r/-33 DWG, NO. REVISIONS DATE REVISIONS DATE ` DWG. NO, REVISIONS DATE REVISIONS DATE SHEEP TITLE
~ ~ I c.~ L.-____.._.. _ W-30 W-30A W-33 i s-2o
m _ ___.._..._I . _ . _ _ _
m
~ a ; ~ UTIEITY DETAILS
Z w 2 ~ ~ ~ i y NOTES ~ ~ ~ ~ ! MANHOLE FRAME AND COVER FIELD ADJUSTMENT INSTRUCTIONS
1CTIONS iyq" S0.
• ~a COVER 120 LBS. MINIMUM L METER AS PROVIDED OR APPROVED BY SGWASA, ~ \ •::i::i:i~ a Z 1 7/8 1. REMOVE THE BODY FROM THE TOP OF THE z c z .-a ~ 2, METER SETTERS SHALL HAVE COMPRESSION OR DUAL PURPOSE FITTINGS ON INDICATOR POST ASSEMBLY. OF THE 6' DIAMETER
U ~ o~ z z° ~ 1 ! BOTH THE INLET AND OUTLET SIDES, 1= om I 2. CUT THE REQUIRED LENGTH OFF THE BOTTOM 1E BOTTOM VD LINE TO TAMPER SNATCH
~ 8 a z, I 1/4' 0 3, BACKFILL TAMPED IN 6' LIFTS, OF THE STANDPIPE FOR THE GROUND LINE TO ~ g 5/8 4. 4° MIN. AND 12' MAX, VERTICAL CLEARANCE FROM TOP OF METER TO MATCH uP wITH sTANDPIPE GROUND uNE MARK. 0 LINE MARK. SHUT {SEE INSET) ___.._j._
v~i Z og ~ BOTTOM OF METER BOX COVER 4' OF 67 STONE IN BOTTOM OF METER BOX. s. cut THE i" sq. ExTENSION AT A DISTANCE OF DISTANCE Of BODY I PIPE. 1, PADLOCK i7 I" SQUARE
O ~ 5, FOR 1 i/2' AND 2° WATER METER BOX INSTALLATIONS, USE 9" ABOVE THE ToP OF THE STANDPIPE. U ~ 0 CB-S0-4 FRAME AND COVER, 4. sET THE "OPEN" AND "SHUT" TARGETS FOR THE EXTENSION 7 MIN. SETS FOR THE D" { , 1 I , {]0 MAX.)
~ o Z 0 APPROPRIATE VAIVE SIZE. ? u w.".' • O 6, OPENING SIZES 1 1/2' TO HAVE 13 1/4" FLANGE, U ~ ~ z ~ 4' S. RE-ATTACH THE BODY TO THE TOP OF THE ~ OF THE STANDPIPE '
o ~ ° ~ 2' SERVICE TO HAVE 17 i/4' FLAN6E, )NOICATOR POST ASSEMBLY. x p zZZ ~ z 23 1/2` ~ 7, COMPARABLE YOKES WITH HIGH RISE BYPASS AS MANUFACTURED BY FORD, S. ALL POST INDICATOR vAIVES SHALL 8E 36° (PAINTED RED) ~ L gE __._l... ARGADIS G&M of North Carolina, Inc.
o m e- a x Z c~' `~C MUELLER, AND A,Y, MCDONALD MUST BE USED, INSTALLED WITH AN ELECTROmG uL usTED ~ ~x$ a ~ R' O U'O~ TAMPER SWITCH. LISTED 801 Corporate Center Drive Suite 300 STANDPIPE GROUND LINE MARK E r
w ~ E` 8, METER BOX FOR 1 1/2' AND 2' METER TO BE CBSOS FRAME AND LID. ai'~ ~~N~ / ° a~ ` ~ W~ I 7. THERE SHALL @E 36" OF UNOBSTRUCTED x UCTED STANDPIPE Raleigh, NC 27607
o~Nq ~ / w o8 ~3 ~ CLEARANCE AROUND THE PERIMETER OF ALL ! CY o ~ ' w z3 F j I POST INDICATOR VALVES. R OF ALL FRN1SkEDLGRADE Tel: [phone] FaX: [phone] _
N -m ~~w ; • ! a = of g 0 j TOP DE GROUND 8. POST INDICATOR VAIVE SHALL BE LOCATED AT 00 ~qgz° .;.y a iii ~o ~ 0 I - A MINIMUM 5-ft FROM BUILDING. LocATED AT I~~_ill=1T1=0 I<-=IT~~~i-1~'_"'- I www.arcadis-us.com lil=ilClll_ srANDPIPE License Number C-1869
NO ~3 c~ga 3 K 'a w€ W ' iTI-III-II (pAINTEO BLACK) ~ GROUND LINE OR FINISHED GRADE
z~ ~ W _ . w ti ! 6 d- m ::a o N ~ ~0 4 x w~ sYe" 'I-' I X11- SEAL SEAL
f =Fn ~ z iMETER STOPS, ~~d. MI III I. 4 ~ ft ~ 4~~~~4
3~' " °oii Z W o ¢ ~ 2 REQUIRED ' MINIMUM ~j V I
Li U "•4 ° m = i•`•. i! N FORD ~ ~ d :iii ~ ¢ 'b I ~ A DwMETER POST INDICATOR ASSEMBLY #w~ Q`l'~ s~ Sr TAMPER WITH BODY REM6VE0 ~ 'A„
~ ~ m~ d.;;; ; i o iv$ v 25 1/4° _ T MPER x ~ m' w 4. , PADLOCK ' I SWITCH ~ o o ono ~m ~-------23 3/4 I DiM, A ! ' ~ SNITCH a
~1:1~M 4 Gt'~M TO RISER ROOM
~s 50~ -Weil ° o ~ 1 1/2` - 13 1/4 ~ r air f~l
w M a DOUBLE CHECK ° ~ - a Ids z of 7 I/2' VALVES ON ~tZ WW~3i~ ON~B Fnz i ° f 2'-0° BYPASS AND UT L TY DEPARTMENT ~ t?~y ~0,`~ ~I ,
o r~o~~w o- ~ ' 1 BEHIND THE Standard Post CIP1~ ~~ve`~
N ~ WIZ Z ~ M~F ~~M U_~- n oa ! METER, i bad ~J~~O Z FIZZ i ~ i Dwc. No. RE~soNtor oa~e ~'~i,~~~IAN~~Q
~ ~2z_~ rri~ o!W ~ aFO ~ m w ~'3W~ ~ ~C~ W-37
U ~ ~ `~i~4/NW N ?O~Z~ 3 O Ozo~-a PROJECT MANAGER DEPARTMENT MANAGER
to _ a , ~ '~°Z 33' ~ o °z~F^ag 5/8'X3' LAGSHIE D IN H LE H-15535 SOLID COPPER DISCS J. ALLEN J. BECKMAN
~ •aoO~B FRAME 182 LBS, DRILLED INTO CONE OR 2 REQUIRED, MUELLER OR EQUAL W 'n°4m m OR RING WITH ANCHOR SUNK TO ANCHOR RING LEAD DESIGN PROF. CHECKED BY
o s LAGSHIEIDS ONLY MAY BE USED DESIGN DEPTH, ANA 5/8'X3' 2` CURB STOP TYR IN ROADWAY APPLICATIONS. J. PROROCK J. ALLEN
~ c a HOT DIPPED GALVANIZED 'BRASS' OR CGPPER SETTER ~ ?x 4:4 LAG BOLT AND WASHER, 2° SQUARE NUT ALL COPPER PIPE,
FIRE VALVE TYPE K-IN LENGTHS Terv /nuerr auumrn nn~iuu nv
SGWASA SGWASA SGWASA IH3A/ rnH.3C ivumom urv^wIV 01
UTILITY DEPARTMENT UTILITY DEPARTMENT UT N ILITY DEPARTMENT 00001 A. LYNCH
TYPICAL SANITARY SEWER LATERAL STANDARD MANHOLE COVER 1 1/2" THRU 2" WATER >z PROJECT NUMBER DRAWING NUMBER
CONNECTION SERVICE INSTALLATION o DWG, NO, REVISIONS DATE REVISIONS DATE
U w DRW. N0. DWG, NO, REVISIONS DATE REVISIONS DATE a S-25
S-30 7-1 W-27 NC410002.0001 C5.2

2011 ARCADIS G&M, INC.
NOTES:
SLUIGE GATE OPERATOR MOUNT
STORMWATER DEVICE MAINTENANCE PLAN HANDWHEEL 12" ABOVE SLAB 1. PROPERTY BOUNDARY BASED ON PRELIMINARY "ALTA/AGSM LAND TITLE SURVEY FOR RITCH(E BROS.
ACCESSIBLE MH THE OWNER SHOULD MAINTAIN COMPLETE UP-TO-DATE "AS-BUILT" PLAN AND DESIGN SPE AND DESIGN SPECIFICATIONS FOR THE DAM. WRITTEN RECORDS OF MAINTENANCE AND OBSERVATIONS SHOULD BE KEPT. OWNERS ARE TO MAKE VISUAL PROPERTY, INC." BY ARCADIS. SEE SURVEY FOR
6" THICK CONC. SLAB, REINF. 4x4 (INSIDE DIM.) 4x4 (INSIDE DIM.) INSPECTION AT LEAST TWICE AYEAR-ONCE IN THE SUMMER AFTER MOWING AND ONCE IN IG AND ONCE IN THE WINTER WHEN THE VEGETATIVE COVER IS DORMANT. INSPECTIONS ARE TO BE MADE AFTER EXTREME RAINFALL EVENTS. OWNERS ARE COMPLETE LIST OF BEARINGS AND DISTANCES.
W/ ~4 BARS 8" O.C., E.W, ENCOURAGED TO HAVE AN INSPECTION BY A REGISTERED PROFESSIONAL ENGINEER AT LEA; #4 REBARS ON 1 CENTERS, :NGINEER AT LEAST ONCE EVERY 5 YEARS. THE OWNER SHALL DO THE FOLLOWING MAINTENANCE
EXTEND BRICK TO FORM 8"x8" ~ TYPICAL 1. VEGETATION AND GRASS M - 2. TOPOGRAPHICAL INFORMATION BASED ON SURVEY BY
OWING PROPER VEGETATION IS REQUIRED ON EARTH DAMS. COLUMNS AT CORNERS. " ~ ALL SIDES TO HAVE OPENING EROSION CONTROL HANDBOOK. MOWING IS NECESSARY TO CONTROL THE ESTABLISHMENT ON EARTH DAMS. THE PROPER SELECTION OF GRASSES, SEEDING RATES, PLANTING DATES AND VEGETATION MAINTENANCE IS AVAILABLE IN THE NORTH CAROLINA S.D. PUCKETT AND ASSOCIATES RECEIVED JANUARY 26, ESTABLISHMENT OF WOODY GROWTH AND TO MAINTAIN THE VEGETATIVE COVER. THE EMBANKMENT ANO THE AREA UPSTREAM AND DOWNSTREAM OF THE 2011
~ ~ EMBANKMENT NEED TO BE MOWED. MOWING SHALL BE DONE AT LEAST THREE TIMES A YI THREE TIMES A YEAR.
i " 3. WETLAND INFORMATION PROVIDED BY SPANGLER
CO ' ' ' ' ° ~ CO ? • 2. TREES AND BRUSH REMOVAL -TREES AND SHRUBS WILL NOT BE ALLOWED ON THE EP N N 2 ABOUT 30 INCHES BELOW THE GROUND SURFACE. .OWED ON THE EMBANKMENT. TREES THAT HAVE GROWN ON THE EMBANKMENT SHALL BE REMOVED. STUMPS AND ALL WOODY MATERIALS MUST BE REMOVED TO ENVIRONMENTAL, INC.
4. LOCATION AND TYPE OF EXISTING WATER AND SEWER
3. TRASH REMOVAL -THE TRASH RACK SHALL BE CHECKED PERIODICALLY AND ESPECIALL Y AND ESPECIALLY AFTER STORM EVENTS. ACCUMULATED DEBRIS SHOULD BE REMOVED AND MAINTENANCE PERFORMED IF NECESSARY. AN ANNUAL INSPECTION LINE TAKEN FROM AS-BUILT DRAWINGS BY JOHN R.
i ' DIP DRAW-DOWN PIPE, 90' ~ ~ ~ OF THE POND PERIMETER SHOULD BE DONE. POTENTIALLY DAMAGING FALLEN TREES DEB 3 , _LEN TREES, DEBRIS AND SEDIMENT SHOULD BE REMOVED. PERIODIC REMOVAL OF FLOATING DEBRIS TO PREVENT CLOGGING OF THE SPILLWAY SHOULD BE DONE. McADAMS DATED NOVEMBER 14, 2001 AND REVISED
' ELBOW AND SECTION OF PIPE. SEGURE PIPE TO ' MAY 22, 2007
' 4. EROSION AND SLOPE PROTECTION -THE RATE OF EROSION IS DIRECTLY RELATED TO 1 I i i ~ € ~ RISER WITH GALVANIZED ~ i ! 1" ~ LATE SUMMER AND ANY BARE OR ERODED AREAS REPAIRED AND RESEEDED. LY RELATED TO THE LACK OF VEGETATION. PROMPT REPAIRS OF ERODED AREAS ARE REQUIRED. VEGETATION SHOULD BE INSPECTED IN THE EARLY SPRING AND :D.
' METAL STRAPPING. ~ - .,d
' 5. CREST OF DAM -CREST OF DAM SHOULD BE GRADED TO DIRECT ALL SURFACE DRAINi SURFACE DRAINAGE INTO THE IMPOUNDMENT. ALSO, THE POND BOTTOM SHOULD BE REGRADED TO PROVIDE PROPER DRAINAGE TOWARDS THE OUTLET
' .1 4 4 STRUCTURE.
i i i I' ~ t 3 I - 1_. ~ _t_ ~ L ! 6. CONDUITS -ALL CONDUITS SHOULD BE INSPECTED THOROUGHLY ONCE A YEAR. INSPf A YEAR. INSPECT FOR IMPROPER ALIGNMENT (SAGGING), ELONGATION AND DISPLACEMENT OF JOINTS, CRACKS, LEAKS, SURFACE WEAR, LOSS OF PROTECTIVE
? ~ ~ i € 1 , i - COATINGS, .CORROSION AND BLOCKAGE.
i ~ 1 , J_ r _~~..~I ~
~ 1 f { 7. OUTLET STRUCTURE -SURFACE SHOULD BE INSPECTED FOR CRACKING, SPLAYING, DISf I__--;-c-~ -'---~~--~--1 12 ' - - ~ SEVERE UNDERMINING REQUIRE PROFESSIONAL ADVICE FOR REPAIR. SPLAYING, DISPLACEMENT OR MOVEMENT, AND DETERIORATION BY CRACKING, SLAB OR WALL MOVEMENT. LARGE AREAS OF EXPOSED REINFORCING STEEL AND
' 3
~ _ -a _ _ 8, OUTLET EROSION AT THE SPILLWAY OUTLET IS A COM N I ~ ' MO MAINTENANCE PROBLEM. SEl PROBLEM. SEVERE UNDERMINING, DISPLACEMENT OF PIPES AND DAM FAILURE CAN OCCUR. OFTEN THE OUTLET IS ADEQUATE FOR NORMAL FLOW BUT NOT
- ~ G ~ ~ ' FOR EXTREME STORM FLOWS. PERIODICALLY, AND ESPECIALLY AFTER STORM EVENTS, THE RM EVENTS, THE OUTLET SHOULD BE INSPECTED AND REPAIRED OF ANY DAMAGE.
...i_. . ~ _ ~ _~t_ ~.i.._._~.._L..
w~:~ _ , _ _ 9, SEEPAGE -SEEPAGE MUST BE CONTROLLED IN QUANTITY AND VELOCITY TO MINIMIZE D~ ~ ~ SHOULD BE DONE. EXCESSIVE SEEPAGE PRESSURE CAN THREATEN THE DOWNSTREAM SLO Y TO MINIMIZE DAMAGE TO THE DAM. REGULAR MONITORING TO DETECT WET AREAS, "SPRING" FLOW, "PIPING" AND "BOILS" ON THE DOWNSTREAM EMBANKMENT
° D ° MAY HAPPEN WITHIN HOURS AND PROFESSIONAL ADVICE SHOULD BE OBTAINED IMMEDIATELI )OWNSTREAM SLOPE STABILITY. SEEPAGE FLOW, WHICH IS MUDDIED BY SOIL, IS EVIDENCE OF "PIPING" AND "BOILS". WHEN THIS OCCURS, COMPLETE FAILURE JNED IMMEDIATELY. TYPICAL METHODS USED TO CONTROL THE QUANTITY OF SEEPAGE ARE INSTALLATION OF AN UPSTREAM BLANKET OR THE INSTALLATION OF
12" X 12" WATERMAN SERIES 3000 UPSTREAM DRAINS.
SLUICE GATE INSTALLED INSIDE RISER. TxTx1' CONC. BASE
ENSURE DRAINAGE TO SLUICE GATE. KEEP SLUICE GATE CLOSED DURING coNSTRUCTION. RISER SIDE VIEW DETAIL
s
NOT TO SCALE 0 16 _
NOTE:
1, SEE INSIDE DETAIL OF POND .RISER FOR FLOW SPUTTER CONFIGURATION &HDPE PIPE TO LEVEL SPREADER.
10 MIN. LEUEL B 6 MAY 2011 ISSUED FOR PERMITTING
RCP OUTLET PIPE HDPE OUTLET
TO BYPASS PIPE TO LEV A 24 FEB 2011 REVISED PER DWQ COMMENTS ~ ~ SPREADER 15
CHANNEL 7 0 3 N ~
1 I I1=1I ~I -I - I - _ ~ ~ REV. ISSUED DATE DESCRIPTION
_ - - I1=1I I- ~ - - - 1l= -1L L I I I _ I I- -1=111 =J11=111= I~Ii1=~~1I = - I ~ 1= I -II -II 15 & 16 PROJECT TITLE
POND ELEVATIONS -I~ i~ - _I - - ii ..LI~~~LII,;,II I... ~ a i~ II ~nl~ Ii~~
FILTER FABRIC KEY DESCRIPTION POND A POND B POND C SPILLWAY PROFILE 17
LOW FLOW ~4
QQ TOP OF EMBANKMENT EL. 35$.00' 354.25' 348.00' „ ORIFICE (INFLOW) 4 BUTNER AUCT ON S TE
18 DEEP CLASS 2 RIPRAP VARIES
02 RISER INLET RIM EL. 355.00' 352.00' 345.00' TOP OF DAM, TYPICAL KEY IN FILTER 3 3
3 BOTTOM OF RISER EL 345.00' 343.00' 335.00' FABRIC TYPICAL CONCR CONCRETE
' f1-1 _ _ 11=x' BOTH ENDS ~ 1 1 ~ ~ OVERFI III _ ~II~II OVERFLOW WIER
® INVERT/DIAMETER OF LOW FLOW ORIFICE 353.00'/4" 350.00' 3" 343.00' S" I_ - (6" TH / / III I( (6" THICK) 17 12
ill- -1=I _ =1H11-I_T > ~~11 I II~TI~II~II~I 11=1T1~ll~ll II~II~ ~ (5 BOTTOM OF BASIN El. 346.00 344,00 336.00 I I I I I I~ I I~ I I~T_I=1I I- I I ~ I I~ I1=1I I-I I I~~
I T_I~II~T_I~TI~II~II~II- ~II~II~II~T_I- - ~ DEVELOPER
I II_~'~II~~'~~~II-Iiiy~ N - - - 6 DIAMETER OF BARREL " " ~ ICI Il,~ihl I~~ z Q 24 24 24 ~
FILTER FABRIC RIB RISER PLAN VIEW RISER SIDE VIEW DETAIL
m~ Q7 LENGTH, SLOPE AND 138.0' D.80% 91.0' ~ 1.21% 90.0' ®1,11% SPILLWAY CROSS SECTION o INV. OUT OF BARREL INV = 353.00' INV = 350.00' INV = 343.00'
N0
N 8 EMERGENCY SPILLWAY EL. LENGTH 357.00' 20' 353.00' 40' 3 ' o ~ / / / 47.00 /20 _.n I~1S DE DETAIL OF POND R SER WITN FLOW SP~ITTER
a~ ~ , ~ ITCHIE BROS.
10 SEDIMENT REMOVAL DEPTH EL. MAIN POND 347.00 345,00 337,00 NOT TO NOT TO SCALE
NOT TO SCALE c;.~ 11 FOREBAY BERM EL, 353.50' 350.50' 343.50' Auctioneers
J RITCHIE BROS. PROPERTY, INC.
a 12 TOP OF CONC. FILL 353.00' 350.00' 343.00' 9500 GLENLYON PARKWAY
~ 13 SEDIMENT REMOVAL DEPTH EL FOREBAY 347.00' 345.00' 337.00' PROPOSED F BURNABY, BC V5JOC6
~ TO MEET FIB PROPOSED RISERS -MODIFY TO MEET FINAL ELEVATIONS
~ 14 BOTTOM FOREBAY EL. 346.00' 344.00' 336.00' WHEN NO L( WNEN NO LONGER NEEDED
0 FOR EROSOOP FOR EROSION CONTROL
i 15 LENGTH, SLOPE &INV OUT OF HDPE 156.0 ®1.15 116.0 Q 1.37 90,0 @ 1.0~ SHEET TITLE
PIPE TO LEVEL SPREADER INV = 353,00' INV = 350.00' INV = 343.00' i 1
m 16 DIA. OF HDPE PIPE TO LEVEL SPREADER 9" 9° 9" 3
i
~ 11 OVERFLOW WEIR ELEVATION 353.90' 350.90' 343.90' DIP DRAW-DOWN PIPE 90' ELBOW AND ' 1~ 8 STORMWATER MANAGEMENT
z SECTION OF PIPE. SECURE PIPE TO RISER WITH GALVANIZED M ~ ETAI STRAPPING. RISER 2
4 DETAILS 1
0 3 FOREBAY BERM VEGETATED
~ 10' SHELF U I I I 3
~ 1
z SKIMMER ASSEMBLY AS MANUFACTURED ° 5' 5' BY WARREN FAIRCLOTH (919) I 10' VEGETATED SHELF 1
> 732-8181 REPLACE AS NEEDED. USE 1 5' 5'
~ COMPACTED STRUCTURAL FILL IN DURING CONSTRUCTION WHEN WET l
BERM. AND 1.0' MIN, BASE o ° THROUGHOUT POND, POND IS SERVING AS SEDIMENT BASIN. I
Nm RCP I 11 ~ NFLOW PIPE I ARCADIS G&M of North Carolina, Inc. I 801 Corporate Center Drive, Suite 300
~ L j I Raleigh, NC 27607
i ~ NORMAL WATER SURFACE ELEVATION ' Tel: [phone] Faz: 919-854-5448.
-N ao 1 ( www.arcadis-us.com I ( 1 PROPOSED ANTI-SEEP GOLLAR License Number C-1869
NOTE: ( 10
2 2 POND PERMANENT POOL AREA SHALL BE GRADED AS SHOWN MEETING v, ~ 10 w i I SEAL. SEAL
o z DEPTH RATIOS AS REQUIRED PER NCDENR BMP STORMWATER WET ~
~ 1 13 FOREBAY 1 DETENTION BASINS TO ACHIEVE 85 PERCENT TSS POLLUTANT REMOVAL EFFICIENCY. SEE GRADING PLAN FOR MORE INFO. 10
2 _ _ _ _ _ a ~
E o 14 P I 4 ~ ,
ii 1 r 5 {/\/''/7~/~~~ V i I V 4 .k
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N t- PROJECT MANAGER DEPARTMENT MANAGER
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u N 3 CUT-OFF TRENCH 3~ LEAD DESIGN PROF. CHECKED BY
O c RISER BASE J. PROROCK J. ALLEN
o NOT TO SCALE
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z 1. LANDSCAPE VEGETATED SHELF PER WET POND LANDSCAPING SHEETS. PROJECT NUMBER DRAWING NUMBER
aa) U N
2. SEE INSIDE DETAIL OF POND RISER FOR FLOW SPLITTER CONFIGURATION
AND HDPE OUTLET PIPE TO LEVEL SPREADER. NC410002.0001 C5.3

© 2011 ARCADIS G&M, INC.
NOTES:
1. PROPERTY 80UNDARY BASED ON PRELIMINARY
"ALTA/AGSM LAND TITLE SURVEY FOR RITCHIE BROS.
PROPERTY, INC." BY ARCADIS. SEE SURVEY FOR
COMPLETE LIST OF BEARINGS AND DISTANCES.
2. TOPOGRAPHICAL INFORMATION BASED ON SURVEY BY
S.D. PUCKEfT AND ASSOCIATES RECEIVED JANUARY 26, 2011
3. WETLAND. INFORMATION PROVIDED 8Y SPANGLER
ENVIRONMENTAL, INC.
4. LOCATION AND TYPE OF EXISTING WATER AND SEWER
LINE TAKEN FROM AS-BUILT DRAWINGS 8Y JOHN R.
McADAMS DATED NOVEMBER 14, 2001 AND REVISED
MAY 22, 2007
5
EXISTING STREAM FLOW
DIRECTION TYPICAL RIP RAP CHANNEL
=1 ~ ~ ,=11
CHANNEL FLOW ~dw
DIRECTION ~IIII~ 111111
DEEP POOL AREA IN CONSTRUCTION NOTES: RIPRAP LINED HIGH EXISTING STREAM -III-I'r~::... ~.............,-III-I I I-1I1~11-11 1=1 f f=111=1I I-1I I-
FLOW BYPASS CHANNEL 1. CONTRACTOR IS TO END RIPRAP LINED HIGH FLOW BYPASS CHANNEL
AT LEAST 2' HORIZONTALLY FROM THE EXISTING STREAM WATERLINE. FILTER FABRIC OR 6" GRAVEL BEDDING
BYPASS CHANNEL TO TIE
INTO EXISTING STREAM EXISTING STREAM 2. CONTRACTOR IS TO ENSURE THAT CHANNEL DOES NOT ENTER TRAPEZOIDAL
BANK NEAR DEEP POOL EXISTING STREAM BANK AT A PERPENDICULAR ANGLE.
NOTI 3. CONTRACTOR IS TO PLACE OUTLET OF CHANNEL IN EXISTING STREAM NOTE:
EXISTING STREAM TOP BANK AT LOCATION ADJACENT TO A DEEP POOL IN THE EXISTING OF BANK STREAM. TO BE USED WHERE EXCESSNE STORMWATER TABLE VELOCITIES PROHIBIT VEGETATIVE LININGS. STONE CLASSIFICATION RIP RAP DEPTH -
4. UNDER NO CONDITIONS IS CONTRACTOR TO DISTURBED THE EXISTING SIZE OF STONE MUST BE DETERMINED BY A 9"
STREAM WATERLINE. APPROPRIATE DESIGN PROCEDURE. g 18"
CLASS 1 24" _ DIMENSIONS FOR d & W VARIES ACCORDING CLASS 2 24"-36"
PLAN TO DESIGN.
EXISTING STREAM RIP RAP DEPTH AS PER DESIGN OR REFER TO
WATERLINE 2' MIN. ...--SLOPE TABLE.
C 6 MAY 2011 ISSUED FOR PERMITTING
~ PROPOSED HIGH FLOW RIPRAP B 1 APR 2011 ISSUED FOR OWNERS REVIEW HIGH FLOW CHANNEL BOTTOM SIDE RIPRAP RIPRAP RIPRAP
LINED BYPASS CHANNEL ~ ~ EXISTING STREAM BANK BYPASS CHANNEL DEPTH (d) WIDTH (W) SLOPES d50 CLASS DEPTH A 24 FEB 2011 REVISED PER DWO COMMENTS
1 / (TRAPEZOIDAL)
POND A 2.0' 2' 2:1 6" A 9"
POND 8 1.5' 2' 2:1 6" A g" REV. ISSUED DATE DESCRIPTION
DEEP POOL POND C 1.5' 2' 2:1 6" A 9" PROJECT TITLE
PROFILE
RIP RAP TIED NIGN F~OUV BYPASS CNA~I(~E~S
N( No scALE BUTNER AuCT10~ S TE
NO SCALE
DEVELOPER
L T
v J T
~P 7
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c
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Q 9500 GLENLYON PARKWAY
W BURNABY, BC V5JOC6
a BACK OF CURB
~ 1'-6"
° EXISTING BUFFER
~ 6" 6" 1' 6" 6' SHEET TITLE
~i U
m 100' LONG LEVEL
~ SPREADER LIP AT 0% N
z 3" THICK #57 STONE 1
~.Ow FROM gMP STORMWATER N1A~AGE~iE~1T
~ iQ1 o ~ DETA LS 2
z 0
~ FLOW ~ ~ ~
z o VEGETATED 6'Wx100'L BLIND SWALE.
U DEPTH VARIES THROUGHOUT.
U ° / O Q
N ~ Q p Q Q Q O m i~ ~ ARCADIS G&M of North Carolina, Inc.
M ~ ~ 801 Corporate Center Drive, Suite 300
~ ~ FILTER FABRIC ~ 1 1 Raleigh, NC 27607
~ 2 2 Tel: [phone] Fax: [phone]
N O O N 00 www.arcadis-us.com License Number C-1869
T~
SEAL SEAL
~Z o,

• COMPACTED CRUSHED ~ SS
AGGREGATE BASE COURSE 6 P
r COMPACTED SUBGRADE ~~l!CC~~'~ s J~CN~ °e
as oa amt x ~ ~ ~/~ir~
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NO SCALE U
N I- PROJECT MANAGER DEPARTMENT MANAGER
~ NOTE: J. ALLEN J. BECKMAN
v FLOW FROM BMP IS TO ENTER BLIND SWALE AT ANGLE LEAD DESIGN PROF. CHECKED BY
a AS CLOSE TO LEVEL SPREADER LIP AS POSSIBLE. J. PROROCK J. ALLEN

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SHOEBOX OR BARN
DOOR CUT OFF
FIXTURES. REFER
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SCHEDULE FOR HEAD TYPE.
AUCTION BUILDING
LUMINAIRE. REFER
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r ~ QUANTITY OF HEADS L _ _ J PER POLE.
LUMINAIRE POLE.
REFER TO LIGHTING
FIXTURE SCHEDULE
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4"x6" GASKETED HAND HOLE DIAGRAM P R O P S RT I E S
25'-0" BOND #6 BARE COPPER
MAXIMUM GROUND TO POLE
9500 GLENLYON PARKWAY
ANCHOR BOLTS PER IN-LINE BURNABY,BC CANADA
POLE MANUFACTURER WEATHERPROOF FUSE V5J OC6
" HOLDERS WITH FUSES 2, 45 DEGREE CHAMFER 1. VERIFY FLOOR BOX TYPE, MANUFACTURER AND APPURTENANCES T: (77$)331.5500
" ~ 3/4 NON-SHRINK REQUIRED PRIOR TO ROUGH-IN. www.rbauction.com
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2. MINIMUM RADIUS BEND OF CONDUITS SERVING DATA OUTLETS PROVIDE FLUSH MOUNT ADAPTER WHERE PANELBOARD IS
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" -D FIRE RATI G #3 REINFORCING TIES, 4 0 N OF FLOOR. " x
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DEVICE, INSTALL AS CLOSE TO
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> UPPER PROVIDE 30A/3P BREAKER FOR CONNECTION
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2 CLEAR REINFORCED BARS POSSIBLE PROXIMITY TO NEUTRAL BUS Hargis Engineers, Inc.
24" PROVIDE NSS NEUTRAL AND GROUND 600 Stewart Street, Suite 1000 I Seattle, WA 98101
DIAMETER CEILING BELOW CONNECTIONS DIRECTLY TO NEUTRAL AND t ~ 206.448.3376 t 1206.448.4450 w I hargis.biz GROUND BUS AT PANELBOARD
CONCRETE ENGINEERS I MECHANICAL • ELECTRICAL • 7ELECAMMUNICA1i0NS
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1 2 3 3 TYPICAL TVSS DEVICE INSTALLATI®N DETAIL
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ELEV. ELEV. TYPICAL TOP TOP
SHUNT TRIP POWER MACH PIT. FLOOR OF OF 1. PROVIDE TELEPHONE LINE TO ELEVATOR AND DIAL TELEPHONE IN
INDICATING LIGHT. NOT S 3,8 RM. ELEV. SHAFT. SHAFT. FIRE ELEVATOR MACHINE ROOM. SYSTEM SHALL FUNCTION AS FOLLOWS:
(TYP LOBBY ALARM q) ELEVATOR SUPPLIER SHALL PROVIDE ANON-DIAL PHONE AND
EQUIPMENT GROUNDING CONDUCTOR CONTROL NOTES 6,9 PANEL. DIALER WITH ELEVATOR. WHEN RECEIVER IN ELEVATOR CAB IS
PER NEC. 250.122 -BASED ON SIZE OF TRANSFORMER REMOVED, A CALL SHALL AUTOMATICALLY BE PLACED TO A 24
OVERGURRENT PROTECTIVE DEVICE ELEVATOR MAIN s s s HOUR MONITORING SERVICE.
A B C DISCONNECT. B) PHONE IN ELEVATOR MACHINE ROOM SHALL HAVE THE MITCHE~t_ c. sMITH, ARCHITECT
NOTE 5 ELEVATOR ( ) NOTE 6 CONTROLLER. NOTE 6 CAPABILITY TO PLACE A CALL TO THE PHONE IN THE _
ELEVATOR.
C) COORDINATE WIRING AND EQUIPMENT REQUIREMENTS WITH
~ ELEVATOR SUPPLIER AND PROVIDE ALL REQUIRED WIRING.
~ NEUTRAL 0 2. LOCATE PIT LIGHTS AND RECEPTACLES AS RECOMMENDED BY
ui J_ ELEVATOR INSTALLER. LIGHTS AND RECEPTACLE IN PIT SHALL BE
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a TRANSFORMER R R R MECH RM. LTS./REC. 3. PROVIDE HEAT DETECTORS IN ELEVATOR MACHINE ROOM AND
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m g NOTE 2 INDUSTRIES' CHIEF ELEVATOR INSPECTOR. INTERLOCK SHUNT TRIP
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~ TO TTB J J T z EQUIPMENT BONDING JUMPER TEL TEL ELEVATOR CONTROLLER. All rights reserved. No part of this document maybe reproduced in any form or by any means without
0 5. MOUNT ELEVATOR MAIN DISCONNECT IMMEDIATELY ADJACENT TO DOOR permission inwn`'ngfr°mM°i°a°ny~2Ar~,~`ec`°`e,
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g 1 1 1 SHUT-OFF VAL' UT-OFF VALVES FOR PROVIDE AUX, DRY CONTACTS FOR AUTOMATIC CAB LOWERING sTARTUP sET
Q SPRINKLER HEM U RINKLER HEADS. FEATURE. COORDINATE REQUIREMENTS WITH ELEVATOR INSTALLER. -
s 6. PROVIDE SMOKE DETECTOR. CONNECT TO FIRE ALARM SYSTEM. - 04.18.11 PERMIT ISSUE
o • 7. CIRCUITS ARE TO BE USED FOR THE CAB LIGHTS/RECEPTACLE AND - o4.2s.11 BID IssuE
FAN; EXACT LOCATION TO BE COORDINATED WITH ELEVATOR INSTALLER. _
8. PROVIDE FIXED-RATE 135'F HEAT DETECTOR, INSTALL WITHIN 12" OF
o FEEDER EQUIPMENT SPRINKLER HEAD.. -
GROUNDING CONDUCTORS g PER NEC 25 . 9. PROVIDE DEVICE/MODULES FOR CONNECTION TO FLASHING FIRE HAT. -
0122
R NE 50.104 D PE C 2 ()(2) Y T M B4 IN JUMPE NEUTRAL BUS 10. PROVIDE ALL FIRE ALARM, TELEPHONE AND OTHER WIRING AS
BONDING. JUMPER,. SIZE PER PER NEC 250.28 D 1 - D 3 REQUIRED FOR A COMPLETE INSTALLATION. -
Q TABLE 250.66 MINIMUM TABLE 250.66 MIN 11. THE ELECTRICIAN SHALL SCHEDULE A MEETING WITH THE ELEVATOR -
NEUTRAL GROUNDING CONDUCTOR INSTALLER. MEETING SHALL INCLUDE, BUT NOT BE LIMITED TO THE _
OVERSIZE IF ALSO USED AS A SYSTEM ARCHITECT, ELECTRICAL ENGINEER, FIRE ALARM VENDOR AND FIRE
N BONDING JUMPER PER NEC 25O.30(A)(8) SPRINKLER INSTALLER. CONFIRM ALL REQUIREMENTS PRIOR TO INSTALLATION. HE1:11-029
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W NEAREST GROUNDING ELECTRODE A 3 , A .66 12. REFER TO OTHER CONTRACT DRAWINGS & SPECIFICATIONS FOR 09-0363-01
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NOTES:
1. SEE SHEET L2.0 FOR LANDSCAPE MAINTENANCE NOTES
AND PLANTING DETAILS
GI GENERAL LANDSCAPE NOTES:
1. 1. ALL EXISTING VEGETATION ON SITE, WITH THE EXCEPTION OF THOSE AS INDICATED, SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW PLANT
MATERIAL.
2. 2. ANY AREAS NOT INDICATED TO HAVE HARDSCAPE, PLANTING, OR MULCH SHALL BE SEED OR SOD LAWN AREAS.
3. 3. LANDSCAPE CONTRACTOR SHALL AMEND PROPOSED PLANT BEDS AND PLANT PITS WITH SOIL CONDITIONERS. SOIL CONDITIONERS SHALL BE APPLICABLE TO THE GEOGRAPHIC AREA AND SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
4, 4. LANDSCAPE CONTRACTOR SHALL LIMIT DISTURBANGE WITHIN THE DRIP-LINE OF EXISTING TREES, OR TREE SAVE AREAS, AS NOTED ON THE PLANS. NO TEMPORARY OR PERMANENT STORAGE OF VEHICLES, EQUIPMENT, MACHINERY, OR ITEMS ASSOCIATED WITH CONSTRUCTION IS PERMITTED WITHIN THESE
AREAS WHICH MAY BE INDICATED AS "TREE PROTECTION AREA° OR AS SPECIFICALLY DEFINED BY MUNICIPAL CODE WHERE PROJECT IS LOCATED.
5. 5. LANDSCAPE CONTRACTOR TO PROVIDE ANNUALS OR PERENNIALS, IF INDICATED ON THE PLANS AND PLANT LIST, WHICH ARE APPROPRIATE FOR
PLANTING SEASON AT THE TIME OF INSTALLATION, OR AS DIRECTED BY THE OWNER OR OWNER REPRESENTATIVE i
6. 6. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT.
7. 7. ALL PLANT BEDS AND SEED/SOD LINE LOCATIONS SHALL BE STAKED IN THE FIELD BY THE LANDSCAPE CONTRACTOR AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT OR THE OWNER OR OWNER REPRESENTATIVE PRIOR TO PLANT INSTALLATION.
8. 8. ALL PLANTINGS SHALL 8E INSTALLED WITH THE SPECIFIED LAYER OF MULCH; REFERENCE PLANT INSTALLATION DETALS AND SPECIFICATIONS FOR DEPTH AND TYPE OF MULCH.
9. SYMBOL BOTANICAL NAME COMMON NAME QUANTITY CALIPER HEIGHT SPREAD ROOT COMMENTS 9. All NEWLY PLANTED MATERIAL SHALL BEAR THE SAME RELATIONSHIP TO EXISTING GRADE AS IT PREVIOUSLY BORE FROM NURSERY, WHETHER BALLED AND BURLAPPED OR CONTAINER GROWN STOCK.
POND A POND B POND C
it SHALLOW LAND 10. ALL PLANT MATERIAL AS INDICATED ON THE PLANS AND PLANT LIST SHALL MEET ANSI 260.1 - 1996, AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
LC LOBELIA CARDENALIS CARDINAL FLOWER 9695 2980 10135 3'-4' CONT. 6" OC t t
Rp ROSA PALUSTRIS " 11. NA11VE UNDERLYING SOILS MAY BE SUITABLE FOR PWdTING IF AMENDED WITH 4 INCHES OF WELL-AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST USED SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY. SEE SOIL PREPATATION/AMENDEMENTS NOTES ON SHEET 1 C036.
SWAMP ROSE 147 109 174 4 -6 CONT. 48 OC
IV ITEA VIRGINICA 'MERLOT' VIRGINIA SWEETSPIRE 184 40 177 18°-36° CONT. 48" OC t~ 12. SOIL MIX MUST BE UNIFORM & FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES IN DIAMETER.
SHALLOW WATER t~ 13. SAIL PH SHOULD BE BETWEEN 4.5 & 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED WITH LJME TO INCREASE THE PH OR
IC IRIS VIRGINICA BLUE FLAG IRIS 2524 1095 2738 18"-36" CONT. 18" OC IRON SULFATE TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE.
SL SAGITTARIA LATIFOLIA DUCK POTATOE " 413 186 458 18 -24 CONT, 36 OC
SC SAURURUS CERNUUS LIZARD'S TAIL 3696 1638 4004 18"-24" CONT. 15" OC
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X ~ , TEMPORARY STORAGE ZONE x x x x x x x x ® x x ~
z 1 LG x x X'tx ~ IV t ~ ~ (EL,=353.5 -355) Si~ART x ~ 2,600 ~ ~ 53 i ~ X
x x x x x x x x x x X G ~ t AT 353 AROUND FOf~BAY x ~ ~ x x x x x 1 x x x x x xt,t w x x 1 2,52¢ ~ ~ t x x x~x BUTNER AUCTI0~1 S TE
~ i x x x x z x x x~ x ~ ~ ~ ~ x x ~ x x x x
~ i Q S X X X X x ~x X ~ X x x
Z X ° 4 X X ? 4 ° ~ X X x x n x x x ' x x i
Q ~ ° ~ ~ x x t x ° x x ~ x x x x } x x x PLANTING LEGEND: -
z ~ ~ x x x x ~
° X i I a ~ ~ x ? ~ x x i. DEVELOPER
x / ° ~ P ( x x ~ f -F x x x x + ~ + TURFGRASS (34,065 TOTAL SQ FT)
~ ~d~w / v ; / 1/ ~ x 7 € .~uz ~ , ~ ~ ~ 86 , . , h ~ ~ x ~ . ! t x x x ~ + +
m = x x ~ ~ i ~ 10' VEOEfATED SHELF ~ ~ ~ ; x x t + t r x x
m x i j (EL,=352.5'-353.5') ~ ~ x x ~ SL x i x x x
x ° ~ t ~ ~ ~ 413 1 x r x ( ; t `F. x -o ~ ? ~ t p•• x ~ } x x ~ 3 35 t x x x ~ RITCIE ~RUS.
a ~ , x ~ x x ~ R x x I x x x x
~ t x 1 N x x x x x x Auctioneers
~ X l ~ O(/~~' ° x x X 1 X X' X X X ~ i t XJ x. ~ 2 745 i ULD ~ 1 ~ ~ X ( ~x ~ x x
x ~ x x x x x x x DEEP POOL o ~ ~ DEEP POOL ~ x x x x x NOTE: FOR LANDSCAPING OF ALL OTHER AREAS NOT DEPICTED ON THIS SHEET RITCHIE BROS. PROPERTY, INC.
Z x , ~ ° x X X x x x x x x x, x,..,; ° ~ NO VEGETATI0 g ~ ° ~ t NO VEGETATION REFER TO PERMANENT SEEDING SCHEDULE ON SHEET L2.0. ( ) x x 9500 Gi.EN1.Y0N PARKWAY
~ x x x x x x x x x x x ° 1 w ~ ~ x x ° ' ` x x Q BURNABY, BC U5JOC6 , x x
~ ° 4 ~ ° x ° x x x x x x x x x x ° Z t ~ ~ x x ° x x x
O ' ' ~ ° Z ! , f o x x x ° ~ o x x x
° 0 E ° ° f x x1 x x
x x x t f ~ ~'S o r. i ~ 4 x x ~ ~ z x ~ x SHEET; TITLE
:i aou ~ ' ~ x x C ~ x °3un j3 3 x x
' ° 4 ~ f J m x x X X ° $ ` W~ ' m Q DEEP POOL ~ ° x x x x 'x WET POND A
~ x Xx x xxxx Xx xx~::> ° S ~ t ~ cn x x x X x x X x x x x x x x I
NO VEGETATION ° z `ix xxx X x ° ~ ~ ~ ~ x x LANDSCAPIf~G PLAN x~x
3 X Xxxxxx X x~ l $ 1 I ~ ~ , x x
t x x 3 ! p i ~ ° x x s ¢ x x
z 1 t ° o ~ I ~ ~ i ~ ~ x x x ~
~ SC ' ~ ~ ~ ~ ~ 45 ~ 3 696 ~ x x ~ o x x ~ WET POND TURFGRASS SEEDING SCHEDULE
~ 1 ~ % X ~ ` ° 1 ~ '.1 ~ ~ } ~ ° o v, ~ RP i o x x x 0
Z ~ ~ 4 8 x x a ~ O x ~ NOTE:
U [ 'f ~ ~ t x x ~ ~ ~ j 1 ~ X x o°° 0000 x x I TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN
U ~ ~ ° o o / E ~ ~ x x' ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL x x x x r` BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50
~ o p O ~ ~ x x ° ~ i t ° a x x ,,.,..:qt~ SPRIGS OF GRASS TYPE PER ONE SQUARE FOOL ARCADIS G&M of North Carolina, Inc.
rm ~ ~ x x ° ° x ~ xi x x x x ° - J i x x x x x x x t
~ ~ ' 2195 ' tj o i x x x x x x x x-- x x x o ( ° x x x x TEMPORARY SPRING/SUMMER SEED MIX 801 Corporote Center Drive, Suite 300 ~ MAR. 1 -AUG. 31 Roleigh, NC 27607 xx
~ ~ ~ x x ~ x x F ~_x x x x x x x~~ x x x x x x x x x x x ° _ i t x ~ ``gin SPECIES: GERMAN, BROWN TOP, OR FOX TAIL MILLET RATE (LB/ACRE): 65 Tel: [phone] Fax: [phone].
N t ,E _ x x x x x x k x x x x x o 0 x o OO ~ I ~ ° N~ ( ~ 3 i x x x x x x x x x x x x x x x jx ooo°o°o x y www.arcadis-us.com
T~ ~ 5 , ~ ~ ~ t ~ ) j x x x x x x x ~ , x x E TEMPORARY FALL/WINTER SEED MIX License Number C-1869 x x x x 1 SEP. 1 -FEB. 28
g/ ~ i 1 ~ ~ x x x x x x x x x ` x x x x ~ f RP ~ ~ x x x SPECIES: SOFT RED WINTER WHEAT RATE (LB/ACRE): 120 SEAL ~ ;~~~ntuniui/// SEAL
~Z ! 8 xx x x x xxx xx o ~ r - ~ ~ 1V s '~.^~,.w,,,,~„ ~ t 34 x x x x x x x X x x x ~ `~N CARS/'', x x x } PERMANENT SPRING SUMMER SEED MIX
4- i ~ 1~ 1,555 { ~ ~ x x X x x x x X x x t ~ ; x x I i• / ~~Q~.•~Lp,NDSCq'p•c~/~~ii~
f 3 1 ' X% X x X X x) x X X I j t~ MAR. 1 -AUG. 31 FaPc9 ~ SPECIES: GERMAN, BROWN TOP, OR FOX TAIL MILLET RATE LB/ACRE : 50 _ ,
Ev ~ I ~ 1 SPECIES: COMMON BERMUDA, NULLED RATE ~LB/ACRE: 50 ~
z i 11 ~ ~ ~ ~ i ~ 1 ~ PLANf RESt OF WEfPOND t9 ~1 ~ ti
~ ~ BERMS & EMBANKMENTS , ~ 0 a ~ I WlTtl TURF GRASS ` o a ~ r 5~ ~ ~ ~ PERMANENT FALL/WINTER SEED MIX ~ ~ , a,,
~ ~ , ~ ~ ~ ~ ~ 4 f s , SEPT. 1 -FEB. 28. ~~~~c~~'.?~~ Q SPECIES: SOFT RED WINTER WHEAT RATE LB/ACRE : 50 ~ _
~ O 1 SPECIES: COMMON BERMUDA, ~ ~ a~'~°;~~ .1. HULLED RATE ~LB/ACRE : 25 a3;~ 1 ~
~w~ ~ \ 3 ~ ~ 3 ' ~ ~ ~ SPECIES: COMMON BERMUDA, UNHULLED RATE (LB/ACRE : 25 pmlimn~i~i '~0~~ rn
e SEAL NOT VALID UNLESS SIGNED AND DATED
E f ~ ~ ~ l I t cn ~ ' PROJECT MANAGER DEPARTMENT MANAGER NOTE: REFER TO PERMANENT SEEDING SCHEDULE ON SHEET L2.0 FOR ALL OTHER
b, . ~ ~ t.~ ~ p i AREAS NOT SPECIFIED ON THIS SHEET. ' J. ALLEN J. BECKMAN
F s o. ~ E i f N ~ Q a E ~ LEAD DESIGN PROF. i CHECKED BY
J. PROROCK J. ALLEN
Tnw /n~ie~r Aiuunrn nn.ura nv
In3n1rnnx lwmoCR URMWIY CST
o ~ L 00001 A. LYNCH
Z 0 30' 60' 90' PROJECT NUMBER DRAWING NUMBER
WET POND A U to
Q ~ SCALE IN FEET
Nc410002.0001 L1.5

©2011 ARCADI'S G&M, INC.
NOTES:
1. SEE SHEET L2.0 FOR LANDSCAPE MAINTENANCE NOTES
AND PLANTING DETAILS
GI GENERAL LANDSCAPE NOTES:
1. 1. ALL EXISTING UEGETATION ON SITE, WITH THE EXCEPTION OF THOSE AS INDICATED, SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW PLANT
MATERIAL
2, 2. ANY AREAS NOT INDICATED TO HAVE HARDSCAPE, PLANTING, OR MULCH SHALL BE SEED OR SOD LAWN AREAS.
3, 3. LANDSCAPE CONTRACTOR SHALL AMEND PROPOSED PLANT BEDS AND PLANT PITS WITH SOIL CONDITIONERS. SOIL CONDITIONERS SHALL BE APPLICABLE TO THE GEOGRAPHIC AREA AND SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
4, 4. LANDSCAPE CONTRACTOR SHALL LIMIT DISTURBANCE WITHIN THE DRIP-LINE OF EXISTING TREES, OR TREE SAVE AREAS, AS NOTED ON THE PLANS. NO TEMPORARY OR PERMANENT STORAGE OF VEHICLES, EQUIPMENT, MACHINERY, OR ITEMS ASSOCIATED WITH CONSTRUCTION IS PERMITTED WITHIN THESE
AREAS WHICH MAY BE INDICATED AS 'TREE PROTECTION ARFA° OR AS SPECIFICALLY DEFINED BY MUNICIPAL CODE WHERE PROJECT IS LOCATED.
5, 5. LANDSCAPE CONTRACTOR TO PROVIDE ANNUALS OR PERENNIALS, IF INDICATED ON THE PLANS AND PLANT LIST, WHICH ARE APPROPRIATE FOR
PLANTING SEASON AT THE TIME OF INSTALLATION, OR AS DIRECTED BY THE OWNER OR OWNER REPRESENTATIVE
6, 6. NO PLANT SUBSTTfUTIONS ARE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT.
7, 7. ALL PLANT BEDS AND SEED/SOD LINE LOCATIONS SHALL BE STAKED IN THE FIELD BY THE LANDSCAPE CONTRACTOR AND APPROVED BY THE PROJECT _ LANDSCAPE ARCHITECT OR THE OWNER OR OWNER REPRESENTATVE PRIOR TO PLANT INSTALLATION.
a, 8. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH; REFERENCE PLANT INSTALLATION DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE OF MULCH.
s, 9. ALL NEWLY PLANTED MATERIAL SHALL BEAR THE SAME RELATIONSHIP TO EXISTING GRADE AS IT PREVIOUSLY BORE FROM NURSERY, WHETHER BALLED AND BURLAPPED OR CONTAINER GROWN STOCK.
u 10. ALL PLANT MATERIAL AS INDICATED ON THE PLANS AND PLANT LIST SHALL MEET ANSI 260.1 - 1996, AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
11. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST USED SHOULD MEET SPECIFCATIONS FOR GRADE A COMPOST QUALITY. SEE SOIL PREPATATION/AMENDEMENTS NOTES ON SHEET 1 C036.
12. SOIL MIX MUST BE UNIFORM & FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES IN DIAMETER.
13. SOIL PH SHOULD BE BL-(WEEN 4.5 & 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR
IRON SULFATE TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE
SYMBOL BOTANICAL NAME COMMON NAME QUANTITY CALIPER HEIGHT SPREAD ROOT COMMENTS
POND A POND B POND C
SHALLOW LAND
LOBELIA CARDENALIS 3'-4' LC CARDINAL FLOWER 9695 2980 10135 CONT. 6 OC
RP ROSA PALUSTRIS SWAMP ROSE 147 109 174 4'-6' CONT. 48" OC
IV ITEA VIRGINICA 'MERLOT' VIRGINIA SWEEfSPIRE 40 18"-36" CONT. 48" OC 184 177
SHALLOW WATER
18"-3 " t~ IC IRIS VIRGINICA BLUE FLAG IRIS 2524 1095 2738 6 CONT. 18 OC
SL SAGITTARIA LATIFOLIA DUCK POTATOE 413 186 458 18"-24" CONT. 36" OC B 6 MAY 2011 ISSUED FOR PERMITTING
SC SAURURUS CERNUUS LIZARD'S TAIL 3696 1638 4004 18"-24" CONT. 15" OC A 1 APR 2011 ISSUED FOR OWNERS REVIEW
REV. ISSUED DATE DESCRIPTION
PROJECT TITLE
Z g
a w ~ TEMPORARY STORAGE ZON ~ ~ BUT~IER AUCTI0~1 SITE
(EL=35D.5'-352') 5fART ~ ~ ~ ~ T 350 AROUND FOR&4Y ~ t
o f/ ~
z / ~ ~ g / x x x ~
m x xxxxxxx RP e PLANTING LEGEND:
SL / x x x x 2s C ~v z 186 x x x x x x x x 795 \
/ x x x x ~ DEVELOPER + +
L~j ~ / x x x x + + + TURFGRASS (18,631 TOTAL SQ FT)
v { / x x c , \ RP r/ v x x x x x 6 + + + + +
m~- S IV J ~ / 9 x x x ° x
~ P POOL ~ 9 m / x x x x x x x x VEGET x 49
/ x x x SC
p, g R x x o x 1,638 / ~ ITCIE BROS.
c G? / x x ° ° Auctioneers
i ~ J x x x
U , ~ ~ x x x 3 0 x x ~ ~ x NOTE: FOR LANDSCAPING OF ALL OTHER AREAS NOT DEPICTED ON THIS SHEET ' RITCNIE BROS. PROPERTY, INC. REFER TO PERMANENT SEEDING SCHEDULE ON SHEET L2.0. 9500 GLENLYON PARKWAY
Z ~ y, g / x x x x;
m / x x ~ti. x BURNABY, BC V5JOC6
x x x ~ ~ ° ~ x Z x
a- / x x x ~ ~ ,
x x ~ x
~ x x x ~ n x x CO ` ~ x ~ x x x SHEET. TITLE
/ xxx x DEPPO xxx ~ / ~ E OL
m ~ 7 s5o x xxx (NO VEGETATION) xxx x
~ x x ~ DEEP POOL x x ~ ~ x x y, x x WET POND B
z / x x (NO VEGEfAT10~. _ . x ..x _ LANDSCAPING PLAN
~ ~ / x x x x ~ x x
~ / x x x x ° x x ~ x x x x ` x x x
Z ~ ~ ~ x x x x ? x x x x
~ ~ x x x x x x x x ~ / x x x x x x WET POND TURFGRASS SEEDING SCHEDULE
~ x x 345 x /
Z / x x x ° x x x , O x x 'T'' x x x x NOTE:
~ X X x x ~ ~ ~ ~A x x % x X TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN
r j 6 x xx x ` ~ ° x x,.„,xxxxx x ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAUE 50
x xxx x ....x x x x x xxxxxxx x x p O SPRIGS OF GRASS TYPE PER ONE SQUARE FOOL ' ARCADIS G&M of North Carolina, Inc.
x xx x x x x x x > x x x x x x x x / r m r x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ~
O N ~ ~ ~-C ~ x x x x x x x -'x x x x x x x x x x x x x x x x x x x x x x x x x x U TEMPORARY SPRING/SUMMER SEED MIX 801 Corporate Center Drive, Suite 300 MAR. 1 -AUG. 31 Roleigh, NC 27607
I ~ x x x xxx x x x.x x x x x x x x x x x xxx x x x x ~ ~ ~ ~ ` / x x x x < x x x"x~.,x x x x x x x x x ~ N ~ ~ i SPECIES: GERMAN, BROWN TOP, OR FOX TAIL MILLET RATE (LB/ACRE): 65 Tel:. 919-$54-1282 Fax: [phone]
pOp ~ x x x x x x x x x x x x X~x x x x x x x x www.arcadis-us.com
O , x x x x x x~ x ~x x x x x x TEMPORARY FALL/WINTER SEED MIX License Number C-1869 SEP. 1 -FEB. 28
~i P ~ , PLANT REST OF y~P~N ~ ~ ? ~r "Y' i SPECIES: SOFT RED WINTER WHEAT RATE (LB/ACRE): 120 SEAL ,~„nnulun,lr~ SEAL
~ z ? ~6 ~ ~ , , ~ ~ BERMS BA~I~tME p~ A
_ W~ ~ C TIPE9E G S PERMANENT SPRING/SUMMER SEED MIX ~~`~~~\\C\~~~ CA~~~% ~ Q~`••'~pNDSCAp' ~i
~ / ~,os5 . • ~ / 1 P C ~ / MAR. 1 -AUG. 31 , .,,.,~-..b F9~ 9~~ ~~a. SPECIES: GERMAN, BROWN TOP, OR FOX TAIL MILLET RATE LB/ACRE): 50
~ ~ ~ / 16 1,535 ~ E v \ / / - ~ z 1, ~ . _ ~ . SPECIES: COMMON BERMUDA, HULLED RATE ~LB/ACRE): 50 ~ w~, ~ ;,j ~ , t ,I
D Q. PERMANENT FALL/WINTER SEED MIX ~ ~'~z,~ Ar SEPT. 1 -FEB. 28. ~ ~ab?u~~`~~~~
SPECIES: SOFT RED WINTER WHEAT RATE (LB/ACRE : 50 / , r,,
SPECIES: COMMON BERMUDA, HULLED RATE LB/ACRE : 25 ~ ~r~pR ~~~;~<<~`~~;x a'~°"
SPECIES: COMMON BERMUDA, UNHULLED RATE (LB/ACRE : 25 _ . . ~~tiir!n~U~~.- -
(N SEAL NDT VALID UNLESS SIGNED AND DATED
0 30' 60' 90' f•-- NOTE: REFER TO PERMANENT SEEDING SCHEDULE ON SHEET L2.0 FOR ALL OTHER PROJECT MANAGER DEPARTMENT MANAGER
AREAS NOT SPECIFIED ON THIS SHEET. J. ALLEN J. BECKMAN
SCALE IN FEET LEAD DESIGN PROF. CHECKED BY
0 J. PROROCK J. ALLEN
c ~ ~
n rncv louecc nu u~oro non~uni ov
C inane 11.irwL- milviuuN uirnrnr Lit
O ~ 00001 A. LYNCH
> Z PROJECT NUMBER DRAWING NUMBER
~ ~ O N
U U) Q ~
NC410002.0001 L1.6

2Q11 'ARCAD,IS G&M, INC.
NOTES:
GENERAL LANDSCAPE NOTES 1. SEE' SHEEP L2.0 FOR LANDSCAPE MAINTENANCE NOTES
1. ALL EXISTING VEGETATION ON SITE, WITH THE EXCEPTION OF THOSE AS INDICATED, SHALL BE REMOVED PRIOR TO INSTALLATION OF NEW PLANT AND PLANTING DETAILS MATERIAL.
2, ANY AREAS NOT INDICATED TO HAVE HANDSCAPE, PLANTING, OR MULCH SHALL BE SEED OR SOD LAWN AREAS.
3. LANDSCAPE CONTRACTOR SHALL AMEND PROPOSED PLANT BEDS AND PLANT PITS WITH SOIL CONDITIONERS. SOIL CONDITIONERS SHALL BE APPLICABLE
TO THE GEOGRAPHIC AREA AND SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
4. LANDSCAPE CONTRACTOR SHALL LIMIT DISTURBANCE WITHIN THE DRIP-LINE OF EXISTING TREES, OR TREE SAVE AREAS, AS NOTED ON THE PLANS. NO
TEMPORARY DR PERMANENT STORAGE OF VEHICLES, EQUIPMENT, MACHINERY, OR ITEMS ASSOCIATED WITH CONSTRUCTION IS PERMITTED WITHIN THESE AREAS WHICH MAY BE INDICATED AS "TREE PROTECTION AREA" OR AS SPECIFICALLY DEFINED BY MUNICIPAL CODE WHERE PROJECT IS LOCATED.
5. LANDSCAPE CONTRACTOR TO PROVIDE ANNUALS OR PERENNIALS, IF INDICATED ON THE PLANS AND PLANT LIST, WHICH ARE APPROPRIATE FOR PLANTING SEASON AT THE TIME OF INSTALLATION, OR AS DIRECTED BY THE OWNER OR OWNER REPRESENTATIVE.
6. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT.
ALL PLANT BEDS AND SEED/SOD UNE LOCATIONS SHALL BE STAKED IN THE FIELD BY THE LANDSCAPE CONTRACTOR AND APPROUED BY THE PROJECT
LANDSCAPE ARCHITECT OR THE OWNER OR OWNER REPRESENTATIVE PRIOR TO PLANT INSTALLATION.
8. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH; REFERENCE PLANT INSTALLATION DETAILS AND SPECIFICATIONS FOR DEPTH
AND TYPE OF MULCH.
9. ALL NEWLY PLANTED MATERIAL SHALL BEAR THE SAME RELATIONSHIP TO EXISTING GRADE AS IT PREVIOUSLY BORE FROM NURSERY, WHETHER BALLED
AND BURLAPPED OR CONTAINER GROWN STOCK,
10. ALL PLANT MATERIAL AS INDICATED ON THE PLANS AND PLANT LIST SHALL MEET ANSI 260.1 - 1996, AMERICAN STANDARD FOR NURSERY STOCK BY
SYMBOL BOTANICAL NAME COMMON NAME QUANTITY CALIPER HEIGHT SPREAD ROOT COMMENTS THE AMERICAN ASSOCIATION OF NURSERYMEN.
POND A POND B POND C 11. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL-AGED COMPOST TILLED INTO THE SUBGRADE.
SHALLOW LAND COMPOST USED SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY. SEE SOIL PREPATATION/AMENDEMENTS NOTES ON SHEET 1 C036.
LC LOBELIA CARDENALIS CARDINAL. FLOWER 3'-4' CONT. 6" OC 9695 2980 10135 12. SOIL MIX MUST BE UNIFORM & FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES IN DIAMETER.
Rp ROSA PALUSTRIS SWAMP ROSE 147 109 174 4'-6' CONT. 48" OC 13. SOIL PH SHOULD BE BETWEEN 4.5 & 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR
IV ITEA VIRGINICA 'MERLOT' V G 18"-36" " IR INIA SWEETSPIRE 184 40 177 CONT. 48 OC IRON SULFATE TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE.
SHALLOW WATER
IC IRIS VIRGINICA BLUE .FLAG IRIS 2524 1095 2738 18"-36" CONT, 18" OC
SL SAGITTARIA LATIFOLIA DUCK POTATOE 413 1$"-24" "
186 458 CONT. 36 OC
SC SAURURUS CERNUUS LIZARD'S TAIL 3696 1638 4004 18"-24" CONT. 15" OC WET POND TURFGRASS SEEDING SCHEDULE
NOTE:
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN
ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL
BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF GRASS TYPE PER ONE SQUARE FOOT.
TEMPORARY SPRING/SUMMER SEED MIX
PLANTING LEGEND: MAR. 1 -AUG. 31 SPECIES: GERMAN, BROWN TOP, OR FOX TAIL MILLET RATE (LB/ACRE): 65
+ + TEMPORARY FALL/WINTER SEED MIX
+ + + TURFGRASS 51,360 TOTAL SQ FT + + ~ } SEP, 1 -FEB. 28 8 6 MAY 2011 ISSUED FOR PERMITTING
+ + + SPECIES: SOFT RED WINTER WHEAT RATE (LB/ACRE): 120
PERMANENT SPRING/SUMMER SEED MIX A 1 APR 2011 ISSUED FOR OWNERS REVIEW
MAR. 1 -AUG. 31
SPECIES: GERMAN, BROWN TOP, OR FOX TAIL MILLET .RATE (LB/ACRE): 50 REV, ISSUED DATE DESCRIPTION SPECIES: COMMON BERMUDA, HULLED RATE LB/ACRE): 50
PERMANENT FALL/WINTER SEED MIX PROJEGT TITLE
NOTE: FOR LANDSCAPING OF ALL OTHER AREAS NOT DEPICTED ON THIS SHEET SEPT. 1 -FEB. 28. SPECIES: SOFT RED WINTER WHEAT RATE LB/ACRE : 50
REFER TO PERMANENT SEEDING SCHEDULE ON SHEEt L2.0. SPECIES: COMMON BERMUDA, HULLED RATE LB/ACRE : 25
z SPECIES: COMMON BERMUDA, UNHULLED RATE LB/ACRE : 25
w BUTNER Al1CTI0f~ SITE
n. U NOTE: REFER TO PERMANENT SEEDING SCHEDULE ON SHEET L2.0 FOR ALL OTHER
AREAS NOT SPECIFIED ON THIS SHEEP.
Z g
U
~ _e. _ , ~ ~~°7~F n° ~ ~ `3 ~ F t ~ t r ~ ~ ~ I Z
O ~ ~ i ~ ~ ~ DEVELOPER
RP IV ~ i ~
~o ~a ; ~ SL 45s
~ / % ~ ~ / ~ ' P ~ 1,565
xxx xxxxx fx xxxxxxx xx xxxxx ~ x
10 4,004 56 ,r 2,738 i' - ~ t ~ / _ _ xxxxxx x ~ ; . x x x x x x x ~ ~GNE ~ RITCHIE ~R~S.
l ~ ~ t f ~ ~ ~ ~ ` x x x x x x x x x x x ~ ' 2635 ~ x x x t ~ ~ / s ( ~ ~ X x x x x x x x x x x x X x x x x xxx x x x xxx x x 'x x x (a»=343.5'-345`) SFART N x x x x x x x AT 343' AROUND FORBAY
a ~ c+~ r, / ~ x x x x x x x x x x x x x x r,,, x x x x x x x x x x x x x > x x x x x x x x ~ ~ i r . ~ x x x
L ` / ~ f X X x% X x x X X X x X J X% x X x X x x X x X%% ~'X x X X x X x X X x X x X / / x x x w x x x x x x,x x x x x x x x x x x x x x ~x x ? _ Auctioneers ou ~ s x x a
o ~ ~ x x X X x x x x x X X x x x x x x X x x X x x x x x x o0 x x RITCHIE BROS. PROPERTY, INC.
z } x x x tx x x x x X x X x X x x X x%~ x X X X x x x ? ° ,r iV ~ ? x , ~ 9500 GLENLYON PARKWAY
` ~ % x X X X x ~X X% X x X X ~f X x X X x x J X X x x x ~ - U . ~ r y ~ x x x x x ~ x x x x x x x xxx x x x x x x x x o _w ~ ~ _ x ~ ~ _ .~.w ~ - ~ BURNABY, 8C V5JOC6
t Z ~ j`, x X X x x x x x x ~ x X% X X x' x ° x x
O j ? rx x XxXxXxxxXxx xxXx x x ? 4 ( ? x x x x x fc x x x x x x x x x x x ° x o ~ x
/ ? ~ ~ x x x x x x x ~F x x x x x ° x x / /
3 i% ? ~ i RP x x ~ x x x , ~ x x i ~ ~ _ ~ ~ _ ....w w_ ~ ~ - w _ x x SHEET TITLE a , x
~i ~o ~ x x ~ ~ ~ x x x x
m x x x x a ~ ~ -M "w x- x x x WET POND C
j ~ x x x ~ ~ ~ ~ „ ~ / x ° x--X
(n x x ~ i Z x x ~ ~J x LANDSCAP (~G PLAN!
Q
~ ~ ~ ~ J` ? ~ x ~
DEEP POOL r x x s x
? ~ x x x ~ ~ ~ ~ ~ / „r NO VEOEfA110N DEEP FOOL x
~ x x x ) I / ~ a ~ ~ ` _ v (NO 4EGETATION) x x
~ x xxx i' / l / ~ ~ w -M. M.. J j x x
j x x x x 1 / / / ~ f ~ ~ r ~ ~ _ _ _ x .r ° r
~ ~ ~ ~ rr w , x x' x
~ ~ , 0 0 . X xxx / _ _ x x x x ARCADlS G&M of North Carolina, Inc.
m ~ , / .n_ x x x x ' / s' / I . 801 Corporate Center Drive, Suite 300
~ ~ x x x x x x- ~ / / f k k ~ ~ x ~ Raleigh, NC 21607
a / x x Tel: [phone] fox: 919-$54-5448 - x x
N ~ x x x / l x x x x x x ~ f ~ www.arcadis-us.com
O f x xxxXxx~x` X x 3~4Q~ x x ~ License Number C-18fi9 x x x
a f,, x x x x/x x x x x x ° i ~ / x.. SEAL \\~Llunnuiir~~i SEAL
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~ ~ ` ` 10' VEOETATEO SHELF I x 1 ~ v o f, / (EL=354,5'-343.5') ~ x x x x x x xxx x x x
~ ~ x x x x x x x x x ~ X_,x_..,.x x._x.... w ~ . x x x x x
f x x x-x x x x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ~ ~ ~ 2,670 ~ 1 ~ % ~ ~ f x. ~ ~ x j ~ RP ~ xXxx xxxxxxxxxxXxxxXxxxxxxxxxxxxxxxXx xxxxxx x-.%: xxxxx - s~ ~~°%~;~Y ~A. N~~~~°\
~o r r ~ , . x x _ x PLANT REST OF WETPOND ~ ~~1111~I1111111U1\ IV 94 BERMS & EMBANHMENTS ~ ~
i ~ ~ f ` 1 w s / _ , r__ R~ ~ 43 WPM TURF GRASS / ~ 1 i SEAL NOT VALID- UNLESS SIGNED ANU GATED
~ ~ / ~ , r ~ ~ ~ _ 1,565 _ ~ . ..M _ / Wµ._.- ~ ! `d PROJECT MANAGER DEPARTMENT MANAGER _ - _ w . _ _ _ _ ~ ~ J. ALLEN J. BECKMAN
l ~ ~ f / - ~ _ ~ . _ ~ r ~ ~ ` ~ r' f 1 ~ . - m
~ ~ ~ ~ ~ ~ LEAD DESIGN PROF. CHECKED BY
m ~ ~ i 0 ~ ~
~ ~ J. PROROCK J. ALLEN
6
IA~)K/t-HAZ)t NUMbtK UKAWN dT
O N 00001 A. LYNCH
0 30' 60' 90 PROJECT NUMBER DRAWING NUMBER
WET POND C O N
U N Q ~ SCALE IN FEET
NC410002.0001 Ll I

Q 2411 ARCADIS G&M, INC.
GENERAL LANDSCAPE NOTES:
1 1 TREE STAKE - 3 PER TREE, MATERIAL AS 1. ALl EXISTING VEGETATION ON SITE WITH THE EXCEPTION OF SPECIES
PER SPECIFICATIONS NOTED OR TREE SAVE AREAS AS INDICATED, SHALL BE REMOVED PRIOR
G• 2 EARTH SAUCER G• D~ DE 1 TREE STAKE i TO INSTALLATION OF NEW PLANT MATERIAL. TREE STAKE - 3 PER TREE, MATERIAL AS 2. ANY AREAS. NOT INDICATED TO HAVE HARDSCAPE, PLANTING, OR
X20 ~ 20 c~ w 1 w PER SPECIFit PER SPECIFICATIONS MULCH SHALL`BE SEED OR SOD LAWN AREAS.
0 2 3 GALVANIZED GUY WIRE, ADD TURNBUCKLES ~ 2 2 EARTH SAUCE EARTH SAUCER 3. LANDSCAPE CONTRACTOR SHALL AMEND PROPOSED PLANT BEDS AND
~ o IF NECESSARY TO STABILIZE TREE o 2p ~ ~?p cv PLANT PITS WTTH SOIL CONDI~ONERS. SOIL GONOfTIONERS SHALL BE
4F 4 RUBBER CHAFING GUARD 0 3 GALVANIZED ~ G' 3 FG GALVANIZED GUY WIRE, ADD TURNBUCKLES APPLICABLE TO THE GEOGRAPHIC AREA AND SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
3 IF NECESSAR 5 WARNING FLAGS IF NECESSARY TO STABILIZE TREE 4. LANDSCAPE CONTRACTOR SHALT. LIMIT DISTURBANCE WITHIN THE
4 RUBBER CHA RUBBER CHAFING GUARD DRIP-LINE OF EXISTING TREES OR TREE SAVE AREAS AS NOTED ON
6 REMOVE THE BURLAP, BURLAP TIES AND P~ THE PLANS. NO TEMPORARY 0~ PERMANENT STORAGE OF VEHICLES, EQUIPMENT, MACHINERY OR ITEMS ASSOCIATED WITH CONSTRUC ON IS
5 WARNING FLA WIRE BASKET FROM TOP 1/3 OF ROOTBALL, REMOVE WARNING FLAGS PERMITTED WITHIN THESE AREAS WHICH MAY BE INDICATED AS ~EE PROTECTION AREA" OR'AS SPECIFICAItY DEFINED BY MUNICIPAL CODE
ALL NYLON STRINGS, PLASTIC LINERS AND SYNTHETIC 4 WHERE PROJECT IS LOCATED. REMOVE THE BURLAP, BURLAP TIES AND
BURLAP-TYPE OF MATERIALS FROM THE ENTIRE 6 REMOVE THE + ROOTBALL. WIRE BASKET WIRE BASKET FROM TOP 1/3 OF ROOTBALL. REMOVE 5. No PLANT suesTrruTloNS ARE PERMITTED wlTHOUT THE WRITTEN
l/ 5 ALL NYLON S 4 ALL NYLON STRINGS, PLASTIC LINERS AND SYNTHETIC APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT.
BURLAP-TYPE BURLAP-TYPE OF MATERIALS FROM THE ENTIRE 6. All PLANT'BEDS AND SEEDfSOD LINE LOCATIONS SHALL BE STAKED
S 7 3" MULCH 3 ROOTBALL. ROOTBALL, IN THE h1ELD BY THE IANDS E CONTRACTOR AND APPROVED BY THE PROJECT' LANDSCAPE ARCHITECT OR THE OWNER OR OWNER
r 3 8 ROOT BALL 6 „ REPRESENTATNE PRIOR TO PLANT INSTALlAl10N.
7 3 MULCH WIDTH 3" MULCH 7. Alt PLANTINGS SHALT BE INSTALLED WTTN THE SPECIFIED LAYER OF MULCH• REFERENCE PLANT INSTALLATION DETAILS AND SPECIFICATIONS
ROOT BALL 1 9 EXCAVATE PLANTING PIT TWO TO THREE 7 ( MIN.) WIDTH 8 ROOT BALL ROOT BALL FOR DEPTH AND TYPE OF MULCH.
Q TIMES AS WIDE AS THE ROOTBALL, INSTALL ROOT BALL B. Alt NEWLY.: PLANTED MATERAAI. SHALL BEAR THE SAME RELATIONSHIP
6 ROOTBALL 1/4 - 1/3 ABOVE EXISTING / (MIN.) 2 9 EXCAVATE PL z PROPOSED GRADE• LOCATE ROOTBALL ON EXCAVATE PLANTING PIT TWO TO THREE
~ 7 SOLID SOIL AND NOT LOOSE BACKFILL TIMES AS WI[ TIMES AS WIDE AS THE ROOTBALL, INSTALL `
z 1 ROOTBALL 1~ 10 BACKFILL W/SOIL AS PER SPECIFICATIONS ~ PROPOSED G R40TBALL 1/4 - 1/3 ABOVE EXISTING / PROPOSED GRADE. LOCATE ROOTBALL ON
,r.,, • r , ,,y .:.`.i; SOLID SOIL ~ SOLID SOIL AND NOT LOOSE BACKFILL.
. 11 UNDISTURBED EARTH ~ "''°•M•'•° _ 8 .b• 10 BACKFILL W
i , _ . I; ,,T- - BACKFILL W/SOIL AS PER SPECIFICATIONS
~ 9 i 11 UNDISTURBEC UNDISTURBED EARTH
~ 9 w. ~ 1
i~ - 10 i - 10
- - 11 -
_ 11
SECTION

G DETAIL
SCALE: N.T.S. SCALE: N.T.S.
B 6 MAY 2011 ISSUED FOR PERMITTING
1/2 WIDTH 1 " 1 2 MULCH LAYER A 1 APR 2011 ISSUED FOR OWNERS RENEW
ROOT BALL
2 2 BACKFILL W/SOIL AS PER SPECIFICATIONS. MAKE REV. ISSUED DATE DESCRIPTION
PLANTING MIX CONTINUOUS IN CLUSTER BED PLANTINGS. PROJECT TITLE
3 3 3" HIGH EARTH SAUCER
4 "SHOVEL EDGE" TYP. WHERE BED MEETS LAWN.
4 NO B~ F P P < ~ < << (REF. DET. 5 THIS SHEET) ER PLANT LIST
<< < 5 ROOT BALL KEY BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD ROOT COMMENTS QUANTITY BUTNER AUCT ON SITE
<< < < < TREES < < 6 REMOVE THE BURLAP, BURLAP TIES AND
WIRE BASKET FROM TOP 1 3 OF ROOTBALL. REMOVE QA QUERCUS ALGA WHITE OAK / 3" B-B LIMBED TO 6' 36
~ ~ ~ ` • • ~ ' ' • ALL NYLON STRINGS PLASTIC LINERS AND SYNTHETIC JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR a ~ BURLAP-TYPE OF MATERIALS FROM THE ENTIRE 8' B-B 25
c~ • LI LAGERSTROEMIA INDICA CAROLINA BEAUTY CRAPE MYRTLE CAROLINA BEAUTY 1 1/2" 8' MIN. B-B MULTI-STEM 22
a 5 a = AR ACER RUBRUM BOWHALL RED MAPLE 2 1 /2" B-B 28 DEVELOPER
~ { - 7 SCARIFY ROOTBALL AND BOTTOM /SIDES o - ~ ~ NS NYSSA SYLVATICA BLACK GUM 2 1 /2" B-B 18
, '=z-, . _ ~ 6 OF PLANT PIT ~Z - - -
~ ~ I -1 - { ~ (r SHRUBS { { li - 8 EXCAVATE PLANTING PIT TWO TO THREE - .J. -
m~ ~ - - - ~ 7 TIMES AS WIDE AS THE ROOTBALL, INSTALL N ILLEX VOMITORA NANA DWARF YAUPON HOLLY ' -2 1/2' B-B 251
• •m i r~- { ROOTBALL 1 /4 - 1 /3 ABOVE EXISTING / PF POTENTILLA FRUTICOSA SHRUBBY POTENTILLA °-'m 8 PROPOSED GRADE. LOCATE ROOTBALL ON 18" 18"-24" B-B 153
m SOLID SOIL AND NOT LOOSE BACKFILL. MC MYRICA CERIFERA WAX MYRTLE o,a 3'-4' B-B 69 ~ 'TCI~IE BROS.
aF 9
9 UNDISTURBED EARTH ~ Auc~oneors
UJ
RITCMIE BROS. PROPERTY, INC.
9500 GLENLYON PARKWAY
° SCALE: N.T.S. z BURNABY, BC V5JOC6
°
SHEET i'ITLE
r m m
i
z LANDSCAPE DETAILS 1
'3
°
z yet 0
U
Iz
Z O
U
> 2 1 CROWN OF ROOT BALL SHALL BEAR SAME RELATION ~ NOTE: i
E o OR SLIGHTLY ABOVE TO FINISHED GRADE AS iT WHITE FENCE, MATERIALS TO BE DETEI o~ ( ) ALS TO BE DETERMINED. ARCADIS GBtM of Nortt? Carolina, Inc.
m CONTRACTOR TO PROVIDE SHOP DRAWi o a~ BORE TO PREVIOUS GRADE. ~ SAMPLE FOR APPROVAL BY OWNER AN VIDE SHOP DRAWINGS AND AL BY OWNER AND 801 Corporate Center Drive, Suite 300
v ~ - PROJECT ENGINEER. Raleigh, NC 27607
i~ ~ 2 2 MULCH 3" MIN. O N Tel: [phone] Faz: 919-854-5448
O~ NQ www.arcadis-us.com License Number C-1869
o ~ 3 3 CREATE SOIL SAUCER WITH TOPSOIL 150mm 6 MIN.
~ i SEAL `~~purrNrrrU~i~ SEAL
i . ~Rp'%,,.
/.i/f. c~
' • ~ 4 4 FOLD DOWN OR CUT AND REMOVE TOP 1 3 OF BURLAP - , ' ~ ~ ~ 25 Z5 ~ ~ ,
~ o ~ IF NON-BIODEGRADABLE WRAP IS USED. REMOVE TOTALLY. • ~ E .~z - y~1~~~6 9 ~
ii , ~ .
- - o a 5 5 PREPARED SOIL BACKFILL i _ ~~~~r'
c-
6 6 UNDISTURBED EARTH
G~. ryg~~- _m_ x ~ ~ . _..w ~ ~ SEN. NOT VALID UNLESS STONED AND OAIID
L i~
L H - - ~ ...~.r... aW~ w-~ PROJECT MANAGER DEPARTMENT MANAGER ~ ~ ~ ~ 4'
V1 << _ _ g ~I L _ ~ J. ALLEN ' J. BECKMAN - - _ _ ~I
I , I _ LEAD DESIGN PROF. CHECKED BY
O I N. NIKOLAEV J. ALLEN
- J TASK/PHASE' NUMBER DRAWN BY
E2 E 00001 A. LYNCH
CONIFEROUS TREE PLANTING ORNAMENTAL R FENCE DETAIL PROJECT NUMBER DRAWING NUMBER
C, Q> 3 4 ~sCaLE. N.S. SCaLE N.T.S.
NC410002.0001 L2.1