20090356 Ver 1_Site Plan_20090401

0
mac 50 1820
¦ ~ ~0 ~ J W
~ J ~~t. ~
o°~~a ~a° o` ~ ~ In O G<e~c° 300 `~~e\0 a F°`85 821 0 0~ ~ Z (0 ~ (0
- ~ ~ ~m'~ ~ ~ O D~~U
o• Hillock
w m 0 o ~ Q m =
Fyn q~0 North Hills Dr. ~ 0 N ''V
9~qs ~ 0 O 0 W
~a \ ce0~'ti SITE ~ ~ a Z Q
J_ ~ ~
D~ Q ~
\ \ o~. ~ N ~ N
1669 ~ 1670
~a. o I \ 440
e ,~~q~~NE 1 B
e~`~ ~ 70 I
VICINITY MAP
1 " =1000' ° Z N } W I ~ M m r Q _ N
J ~ w
o ~~uo.
FOR PRELIMINARY SITE PLAN Check if infill
y of n,~, APPROVAL BY STAFF, site plan . os PLANNING COMMISSION OR INDEX OF SHEETS Q z ~ W Q
CITY COUNCIL yo (This page may also be used as O o Z w
site data sheet for permit ~ Uz~~ TITLE SHEET C 1.1 ~ - a o
review) Z W N ~ a EXISTING CONDITIONS & DEMO PLAN C 1.2
Q ~~w^ SITE PLAN C 2.1 J - w z
Ci of Raleigh, NC P, 0. Box 590, Raleigh, N. C, 27602 Visit us at our web site; tY w-~.
.Development Plans Review Center One Exchange Plaza 3'd Floor www.raleighnc.govlplanninpldprc GRADING PLAN C 3.1 ~ w ZZO,
Telephone: [phone] FAX: [phone] DRAINAGE AREA MAPS C 4.1 ~ Z - w c~ w - U
STORMWATER PLAN ..............................................C 4.2 N Z W w
Section A. SITE DATA SHEET BUFFER IMPACTS PLAN ........................................C 4.3 ~ o
ALL PLANS REQUIRE THE FOLLOWING INFORMATION ON THE FRONT COVER OF THE DRAWING SETS: UTILITY PLAN ........................................................C 5.1
DEVELOPMENT NAME: The Lynden Centre at Crabtree LANDSCAPE PLAN C 6.1
PROPEflTY ADDRESS: 2245 North HiIlsDrive Raleiah NC 27605 WAKE CO. PROPERTY IDENTIFICATION # (PIN) 0796609524 DETAILS SHEETS .....................................C 8.1 to C 8.2
ZONING DISTRICTS 0&1.1 TOTAL SITE ACRES: 0.96 Ac. INSIDE CITY LIMITS:. Yes O BUILDING PLANS & ELEVATIONS D1 to D10
If in a conditional use zonin district, place the complete list of zoning conditions on the front cover of the drawing set. g
Per se lion 10-21 2 summ rite the reason s thi Ian re uires Plannin Commis ion PC or Cit Council CC
Prelimina A royal. Pro osed SF rester than 25 000 SF less than 400 n. to residential zoned lot and ro osin a THE PROPERTY IS THE NORTH HILLS PLANNING
ry pP DISTRICT FACING NORTH HILLS DRIVE WHICH IS A
parking deck greater than 80 spaces. MINOR THOROUGHFARE. PROPERTY IS NOT LOCATED
PROPOSED BUILDING USE; Office EXISTING BUILDING(s) (sq. ft. gross): 8080 SF OR DEFINED WITHIN ANY CITY COMPREHENSIVE
PROPOSED BUILDING(s) (sq. ft. gross): 46.115 SF PLAN, CORRIDOR PLAN, SMALL AREA PLAN
TOTAL EXISTING AND PROPOSED BUILDING(s) EXPANSION (sq. ft. gross): N/A - ' , I AND I OR ANY FOCUS AREA.
HT F EACH BUILDING 63 Ft. above av .lot elev. of 240 ft. I / PROPOSED BUILDING HEIGHT OR HEIG 0 ( a
OFF STREET PARKING: REO'D:139 (154 mintas 15 for 10°1° Landscape credit) PROVIDED 144 g ~
`HOTELS: # ROOMS: NUMBER OF DWELLING UNITS IF DEFINED AS EXTENDED STAY: APT.lCONDO: # 1BR Units: 2BR: 3BR: 4BR NCGS MONUMENT: NCGS MONUMENT "BECKANA"
SHOPPING CENTER: # BUILDINGS # LOTS - - - ~ N = 759,200.6273 r
E = 2,098,075.5118
CLIENT (Owner or Developer): ELEVATION: 260.81 NAVD88 W
Name(s) Trailwood BuOdings LLCJ Ms Linden R Bvrd Manager
Address: P.O. Box 10961 ~ ` 2245North Hills Drive Raleigh NC ZIP 27605 ~ ~ OC o~ ~ I ~ ~
Telephone: [phone] FAX: _ ~ '
E-Mail Address: golfbVrd@nc rr coin M DD PROJECT PURPOSE Z
CONSULTANT /PROJECT MANAGER (Person to act as staff contact for correspondence) 0 W ~ :f~~,.. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT U ~
Q
Name(s) Douglas B Saunders PE Z Address: 3516 Bush Street Ste.1D1 \ A 5-STORY OFFICE COMPLEX HAVING 3 STORIES OF Z o
• ZIP 27609 r Raleiah NC - _ _ PARKING AND 2 STORIES OF OFFICE SPACE FORA W ~ ~
Telephone: [phone] FAX: [phone] • ~ u;A ~ 0.96AC PROPERTY ZONED 0&I-1. THE SITE IS =
E-Mail Address: dsaunders~transiteconsulting coin TOTAL OF 46,115 SF OF GROSS BUILDING SF ON A 0 J N
Provide the following if applicable;
Board of Adjustment, rezoning, subdivision, or prior preliminary site plan or subdivision action:. , j LOCATED ON NORTH HILLS DRIVE, NORTH OF THE Z = z
YES NO X If es, list file number (SP-xx-00, Z-xx-00, A-xx-00, etc.) and affix a list of conditions to ~ - , y the site plan itself. 12.17.08 Pre•Application Review held, Transaction #205100 ° INTERSECTION OF CENTURY DRIVE AND LEAD MINE J oc =
ROAD AND HAS APPROXIMATELY 200 FEET OF W z
~ ROAD FRONTAGE. PROPOSED CONSTRUCTION = ~ ~
OWNER'S SIGNATURE': In filing this plan as the property owner(s), I/we do hereby agree and firmly bind .J ourselves, my/our heirs, executors, administrators, successors and assigns jointly and severally to construct all WILL DISTURB APPROXIMATELY 0.88 ACRES OF THE ~ N ~
improvements and make all dedications as shown on this proposed site plan as approved by the City.
I hereby desighate Douglas B. Saunders, PE;TranSite Consulting Engineers, Inc. - toserve as my agent regarding this application, to receive and respond to administrative comments, to ~ ~ W~ ' I TOTAL 0.96 ACRE SITE. THE TOTAL IMPERVIOUS _ _
resubmit plans on my behaif and to represent me in any public meeting regarding this application. - _ AREA OF THE PROJECT IS 0.669 ACRES.
Date: 11.1 6 ' m
Signed: THE PROPOSED LOT DESIGN GRADING WILL
INCORPORATE THE STRUCTURE AS RETENTION
Printed Owner's name Linden R. Bvrd, Manager . WHERE NECESSARY TO MINIMIZE DISTURBED AREAS.
* SITE PLAN APPLICATIONS IN OFFICIALLY DESIGNATED CITY RESEVELOPMENT AREAS DO NOT REQUIRE OWNERS' SIGNATURES.
s - m THIS PROJECT HAS NO WETLAND OR STREAM
IMPACTS. PROPOSED SITE RUNOFF WILL SHEET
d b _ ~ _ ~ FLOW TO THE CREEKALONG THE EAST PROPERTY
\ i ~ LINE. OFFSITE DRAINAGE DOES NOT ENTER THE
I ~"fl ~ d - / - o0 - PROPOSED SITE.
o~
ADJACENT OWNERS ~ s
' PR E T ITE 'SATE
- ~ ~ ~ ~ ~ ~ LAND USE IN THE GENERALADJACENTAREA IS ~
~ RESIDENTIAL R-10 AND R-15 MULTI FAMILY HOMES, 8
0&I-1 INCLUDING BANKS, MOTELS,OFFICE °
BUILDINGS AND A CHURCH.
°ATE: II-13-08
0&I 1 APPROVED USES: °WOR~sse ~"E~oB°sgY~
TRAILWOOD_PSH_TITLEoDGN
OFFICE CENTER AS APPROVED UNDER CITY OF FIDE NaME:
RALEIGH PERMITTED USE SECTION 10-2071. J0B N°ioiRoa9.ooi

i 50' NATURAL STREET YARD PRESERVATION: TITLE
, SHEET
THE EXISTING 50' NATURAL STREET YARD EAST OF THE
PRELIMINARY PLANS PROPOSED DRIVE TO NORTH HILLS DRIVE IS NOT BEIN
NOT FOR CONSTRUCTION DISTURBED AND IS BEING MAINTAINED. sHSSS saa
DATE PRINTED 03-26-09 100 0 100 200
TITLE SHEET TRANSMITTED BY TranSite Consult. Engrs. c 1 A
GRAPHIC SCALE 1" =100'
© THIS DRAWING IS A COPYRIGHT DE TRANSITE CONSULTING ENGINEERS, INC., NC, 2008. PLOT DATES 03-26-09

U
_ J
w w w
w m-..~ Z ~ ~ ~ ~
z , _ ~ Z ~~U
w F ? mX=Z
~ w ~I o ; 0
Q Om~=
EXIST. DRIVEWAY ENTRANCE AND CURB & GUTTER TO 8E REMOVED W OO~w
O 0
3aZQ J ~ ~
- Q ~
EXIST. WM TO - EXIST. CURB TO ` - ~ N = ~ N
BE RETAINED BE REMOVED
M
3 z RETAIN . _ _
Q ~ REMOVE & RELOCATE
Z PER UTILITY PLAN o
~ V p ~ - ~ N
• r W I _ ~ M m ~ Q _ CO
ALL EXISTING ASPHALT J ~ w
~ TO BE REMOVED ~ EXIST. Rlf ACCORDP EXIST. RIP RAP TO BE REMOVED IN p u a P`C~CN CQ ONCE WITH STORMWATER w ~ ~ a
EXIST. CURB TO EXIST. BLOCK WALL BE REMOVED TO BE REMOVED ~ PLAN C 4. AA ~
~ \ 1 Q Z~r~x w Q ~ Q O z LL
~ ; w (J z
Uz~~ ~ a O v
EXIST. BUILDING - ~ N Z ~ N ~ ~
TO BE REMOVED . - _ EXIST. RII ~ J W Z CO EXIST. P RAPP CHANNEL AND BANK ~ W _ I
- NOT TO B NOT TOE DISTU~BED (TYPICAL) ~ a
ry EXIST. LP TO BE - ~ Z ~ w
REMOVED AND REL ATED EXIST. DECKS, STEPS, AND OC Q U
WALKS TO BE REMOVED cn ~ Z W LL
0 t
w 1 EXIST. HVAC UNITS ~ ~
~ , REMOVE ~ AND ROCK BED TO ~ ' EXIST. HVAC UNITS
AND ROCK BED TO ( ( BE REMOVED BE REMOVED ~
I a
~n 1
REMOVE RIP RAP
EXIST. DECKS, STEPS, AND WALKS TO BE REMOVED
{ ~ i i
" n i _ REMOVE

NOTES:
1) SEE LANDSCAPING PLAN FOR REMOVAL OF EXISTING
LANDSCAPING WHICH IS TO BE REMOVED, REUSED,
EXIST. BLOCK WALL AND PROTECTED OFF-SITE FOR REUSE.
~ TO'BE REMOVED 2) ALL DEMOLITION ITEMS AND REMOVED ITEMS TO BE
m' ~ , REUSED, RECYCLED OR SOLD. CONTRACTOR TO W
f DOCUMENT ALL ITEMS REMOVEDAND FINAL
-EXIST. CURB TO ~ DESTINATION. ~
BE REMOVED ' f" 3) ALL MATERIALS AND ITEMS INCLUDING TREES TO
BE REMOVED ARE TO BE REUSED IN SOME FORM Z
f"' B - OTHER THAN DEPOSITED IN A LANDFILL. ~J,J w
EXIST. CURB TO ~ ' ~ BE REMOVED U> oc
1 EXIST. CURB TO
/ f BE REMOVED i Z 0
I W
{ EXIST. CURB TO Q J N
FIB ~ BE REMOVED Z
1 ~ ~ ~z
J
C7
ALL EXISTING ASPHALT SITE INFORMATION W ~ w J
TO BE REMOVED 4
ACRES _ 0.96 AC ~ N ~ SQUARE FOOTAGE 41,881 SF
ZONING 0&I-1
~ EXIST. 8" PVC TO BE REMOVED INSIDE CITY LIMITS YES
EXIST. 8" PVC TO - ' FLOOD PLAIN YES m
BE ~iETAINED EXIST. CURB TO RIPARIAN BUFFERS YES
BE REMOVED I TAX PARCEL NUMBER 0796-60-9524
i
f a
~z
z~ o~
w w
~o
W
-LEGEND - w w
0
EXISTING IRON PIN ~°°o
EXISTING NCGS MONUMENT s 0 z
EXISTING RIGHT OF WAY 11 ~ - DATE° II-13-08
EXISTING PROPERTY LINE J ~ ~ ~ ~ ~ PROPOSED LIMIT OF DISTURBANCEI DRAWN BY: CHECKED 8Y: WDR DBS
EXISTING EDGE OF PAVEMENT TREE PROTECTION FENCING W,, ' FILE NAME. ~ Trailwood_Psh_Ex Cond
- EXISTING CURBAND GUTTER JOB NUMBER:
EXISTING BUILDING 107.049.001
- EXISTING SANITARY SEWER LINE J
EXISTING SANITARY SEWER MANHOLE EXISTING
EXISTING LIGHT POLE CONDITIONS ~ PLAN
EXISTING POWER OVERHEAD
G EXISTING GAS LINE
w EXISTING WATER LINE
EXISTING WATER METER _ ~ I C PRELIMINARY PLANS
~ sHEET ~o.
- - - - EXISTING TV CABLE LINE v v v' , v' ' ' v' , v v NOT FOR CONSTRUCTION v v
EXISTING RIP RAP 20 0 10 20
EXISTING EASEMENT LINE EMOLITION PLAN DATE PRINTED 11-13-08
TRANSMITTED B TranSite Consult. Engrs. N FEET C 1,2 I
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC.,N( PLOT DATES 11-13-08

SITE INFORMATION
J W
ACRES 0.96 AC J ~
j SQUARE FOOTAGE 41,818 SF - ~ ~ ZONING 0&I-1 (7 ~ ~ ~
INSIDE CITY LIMITS _ YES ~ Z ~ ~ r
FLOOD PLAIN _ YES O ~ p J N
RIPARIAN BUFFERS YES J ~ J U
6" MONOLITHI N N ISLAND TAX PARCEL NUMBER 0796-60-9524 0 ~ X 2 Z
5' SIDEWALK I
PROP. 2'-6" CURB & IN ISLAND _ m0 = a ~m~(7
GUTTER N PROP. 2'-6"CURB & GUTTER NOTES ~ p 0 ~ W

1. Surface Geotechnical investigation has not been performed. The ~ ~ a ~ ~
Contractor Is responslble for verlfying any deslgns proposed , - . 9 9 tY, Y 9
includin but not limited to, sub rode suitabili roadwa widenin and ~ c~v
CONC. SNV ~ F' 5' i 5' CONC. SNV LANDING TF T - - parking lot pavement designs, foundation conditioning, ~ N
material for pipes, building foundation subgrade, etc. are adequate for
M 5' CONC. S/W ~ 6 CONC. S EPS 9' WIDE w/ 11" TREAD ANb 7"RISE " the field conditions encountered. It is the Contractors responsibility to have an independent Geotechnical firm perform geotechnical
' v~v ' v investigation and provide design recommendations for pavement
~S o 42LF PROPOSED HC RAILING o r ~ ~ ~ INV.=, 42 LF 8"HDPE designs to meet all NCDOT standards and building foundation
Q -SEEAKCITECTtfRAt ' STaFETi YAR ~ PLANS FOR DETAIL - - -5- - ~ ~ , INV.=239.53' design recommendations.
Z TYPICAL ;.7rr- - - ~ _
c ~Am ~ I ~ qg~ AND a 2. The developer! landowner is responsible for any conflicts with ~ o
~Jp !o8R' D m the existing or proposed utilities, drainage devices, traffic signal ~ Z
30' FRONT SETB, 4' CONC S!W ~ m r _ ~ - ~ , I ~'I~ devices, sewer cleanouts, fire hydrants, meter vaults, utility poles, J ~ W w
< > ~ °m , FLOOR AREA RATIO FAR w o m g-- street lights, catch basins or similar objects within 23-FT of the o ~ o u a
z - PLASTIC DI I ~ Q _ ..m.. ~ driveway centerline at the proposed access point on North Hills ~ cn ~ a Q ~ e- Drive. Q Z ~ ~ X
W ~ w/ELBOW I Lot Area = 41,818 SF. ' WQ W~ _ ~ O O Z LL
TOG=241.93' I ~ ~ ~....m INV.=239.93',:..._ ~ Q ~ Q j W
` o Allowable FAR: 0.75 x 41,818 = 31,363.00 SF o ~ 3. Floodplain / Floodway data shown are the new flood limits established ~ V z a o from the City of Raleigh's FEMA FIS LOMR restudy off Crabtree Creek -
Gross Floor Area = 46115.00 SF ~ Exl s e ; EzISTINC ToP of BANK and approved by the City of Raleigh on April 15, 2008 as the study which Z ~ N ~ M this property is to be reviewed. ¢ - ~ W ^ J W Z c0
, ~ ~ W _
Gross Floor Area over Allowable FAR = 14,752.00 SF ~ - ' s uo2T .a: e s W Z Z U 4. Roll Out Dumpster located inside of Parking Structure First Level of Z ~ W W
~o Per 10-2072 (b)Addltlonal FARAIIowances, we are ~ ~ ss I Parking Deck. See Sheet No. D-1. ~ ~
re uestin a FAR Increase from 0.75 to 1.00 for satis in cn ~ Z _ W 0
q g fY 9 at least one 1 condition in each of ara ra hs 1 2
3 and 4 and total oints =100. ~A
_ - i ~ - SITE DESIGN CRITERIA
A licable ara ra hs include: pp p g P ~ ,a
(1)a. 20 + (1)b.10 + (2)a. 10 +(2)c.10 + (3)b. 10 + (3)c. 10 + I= - - DESCRIPTION PROVIDED REQUIRED
3 d.10 + 4 a.10 + 4 d. 10 =100 oints. O O O P Front Yard Setback 30 FT 30 FT
; I Rear Yard Setback 20 FT 20 FT
ADJUSTED FAR " Side Yartl Setback 20' (East) FT 5' FT
n 5' (West) FT 5' FT
- - - - Street Yartl 15' FT 5' FT
Allowable FAR: 1.0 x 41 818 SF = 41 818 SF I ,
- PARKING CALCUATIONS
Gross Floor Area = 46,115.00 SF -
Q m: Off-Street Parking:
Gross Floor Area over FAR by 4,297.00 SF which is _ a 46,115 sf l 300sflspace 154 EA Min.
1.028% above ermitted FAR. ' ~ ~ P
PLASTIC DI '
We respectively request to permit and approve by the wl ELBOW o
City Planning Commission additional FAR in consideration rr-' o a a . Landscaping Credit Reduction (.10 x 154=15.4) -15 EA Mln.
of the Significant Public Good and Benefit this project - , ~ } - Z brings to the City including a LEED certified building, _ _ o Cardboard Recycling Container Reduction -1 EA Mln.
PROPOSED 5 STORY OFFICE BUILDING a lication of Green Roof technolo ,100% ca ture ~ ~ - ~
PP 9Y p _ INV. 234.50 F , and reuse of buildin stormwater runoff reduction of 3 STORIES PARKING DECK 65,282 S v,~. g - ~ 2 STORIES OFFICE 46,115 SF . Z Total Spaces 152 EA 138 EA Min. W
buffer im acts reduction in ost construction im envious - ' ~ p p P -a e ADA Parking Spaces: ~
~;z surface area, providing a transportation transit easement, ~ `
a~ I public display of water feature 1 artwork and the Integration ; w ' - Total Accessible Spaces 6 EA 5 EA Min. Z Accessible Spaces (Van) 3 EA 1 EA Min. W w
74 LF 6 PVC ; ~ of ofFce space above the Parking Structure vs. separate o ' ~ >
a structures efi"iciently maximizing lot utilization. o V ~
rr a / -ae MOTOR VEHICULAR SURFACE AREAS Z ~
Concrete Driveway Areas 2984 SF W J
Concrete C!G & SNV Area 1333 SF Q J N
i ' Reinforced Concrete Dumpster and 0 SF (Roll out Dumpsters 2
- - Cardboard Recycling Area in Parking Deck Z = Z
- , _ ~ ROLLOUT TRASH I L.7 7 Structure) ~ ~
BOTTOM WALL ELEV.-232.75 DUMPSTERS TOP OF WALL ELEV.=235.OQ ~ -
SEE NOTE 4 I I ``;100 YR. FLOODPLAIN BOUNDARY J O ~
INV.'6" PVC=232.75' " 20, 'WATER SURFACE ELEVATION=228.10 BUILDING AREAAND HEIGHT LU Z _
--m.. PROPOSED TRANSFORMER _ I MINe 20' BO'TTOD FLOOR ELEVATION-~4 PARKIF R DECK=232.75 Proposed Gross Floor Area 46115 SF = ~ ~ MINe S CbN 00 V ON- 3 00 ( ST FLOOR OF OCCUPIED SPACE) ' N Q
RETAIN EXIST. 8" DRAIN SEE SHEET D-1 Level D1 (Parking Only) 0 SF ~ N ~
PIPE STUB THROUGH . ~ - REMOVE 8"PVC TO FACE RETAINING WALL ~ OF RETAINING WALL Level D2 (Parking & Office) 1,850 SF
2500' ou' 200"; Level D3 (Atrium 1 Stairs /Elev.) 1,738 SF
~ ~ _ e Level D4 (Office) 21,965 SF , ~z ' Level D5 (Office) 20,567 SF m
I -`_1 ' 2 REAR ~ ~ 4' CONC. S1W ~ ~ ~
.RD SETE ~ < o ~ 1 1 ~ 3~0 ~ Total 5 Stories 46,115 SF
-ar ~ _ i
~ - ODm ~ . N TOG_ 230.00 D m 3 Proposed Building Height 63 FT
INV. 22a.oo N ~ ~ ~i Maximum Building Height Elevation Permitted Not Limited
_ ~ D FLOODWAY BOUNDARY APPROXIMATELY Actual Building Height Elevation Provided 303 FT
300 FT. SE FROM i'PROPERTY * Except by 1:1 setback above 40' on the west property side and 2:1
PLASTIC DI ` ~ SEE NOTE 3, SHEET C 2.1 setback above 40' on the east side.
wl ELBOW B
TOP OF WALL ELEV.=235x10' ~ 36 LF 8" HDPE 8"HDPE SITE AREA DATA SUMMMARY z
PROP. RETAINING WALL, _ INV.=227.60' PROPRIETARY NON-TfEBACK` ~ ?27.60' OF ~
INTERLOCKING BLOCKWALL o w _ DESCRIPTION EXISTING PROPOSED PROPOSED SITE ~ W
_.s... PROP. 2'-6"CURB & - AREAS AREAS TO EXISTING w
GUTTER -LEGEND-
Lot Area 41 779 SF 41,779 SF 100 % w Area Impacted 42,504 SF 43,570 SF 102.51
CROSS ACCESS EASEMENT-.._ EXISTING IRON PIN ~ ~ ~'AREA...= 736.02 SF (0.017 AC) _ _ , + (RIW + Lot) o
EXISTING NCGS MONUMENT PROPOSED BUILDING DB 013396 PAGE 01693-01706 w PROP. 2'-6"CURB & _-e - 'CONSTRUCTION EASEMENT Pervious Area 12106 SF 14 434 SF 119.23 % z
EXISTING RIGHT OF WAY GUTTER AREA=18,763.07 SF (0.431 AC)', Im eNIOUSArea 30,398 SF 29,136 SF 95.85 % oATEa a-I3-oe
EXISTING PROPERTY LINE PROPOSED CURB AND GUTTER ~ DB 013296 PAGE 01693-01706 p o oRawN Bv: cHECKEO av: Vehicular Surface Area 21,209 SF 22,994 SF 108.42 /o woRiR~a oas
EXISTING EDGE OFPAVEMENT _ Concrete Area 1,423 SF 4,317 SF 303.37 % F~~E NAMEa
EXISTING CURBAND GUTTER PROPOSED HANDRAIL ~ Disturbed Area - SF 38,198 SF - % ~ arN~IMBER d-Psn_s~te
ice, EXISTING BUILDING ~ PROPOSED RETAINING WALL Building Area 5,006 SF 25,143 SF 502.26 % 107.049.001
EXISTING SANITARY SEWER LINE _ ~I Parking Spaces 152 EA -
EXISTING SANITARY SEWER MANHOLE F~ PROPOSED DITCH
EXISTING LIGHT POLE SITE PLAN
PROPOSED WHEELCHAIR RAMP EXISTING POWER OVERHEAD '
EXISTING GAS LINE
g PROPOSED CONCRETE AREAS - - EXISTING WATER LINE
EXISTING WATER METER
PRELIMINARY PLANS ~~Q~ ~ sNEET goo
EXISTING TV CABLE LINE
EXISTING RIP RAP NOT FOR CONSTRUCTION 20 0 10 20
EXISTING EASEMENT LINE SITE PLAN
DATE PRINTED 11-13-08 C Z.
TRANSMITTED BY TranSite Consult. Engrs. N FEET
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC., NC, 2008. PLOT DATES 11-13-08

J W
J
<Y ~ _ ~ Z r Q ~
O ~ p J N
W J ~ J V
o mX2Z
0 ~m~2
243.87 EOP
244:37 TO W OO~w
O 0 ~azQ
- J ~ ~
EX. TOC EL. - EX. EOP EX. TO EL. TO EL ` Q ~
X. E P E P ~ N -
249,80 J 242.91 \ 242.95 r 242.89 EOP
~ 43.39 T - 242.95 M
250.30 251.75 251.75
- - 251.75
Q 6 1.75 g 24
Q 245 244 3 242.81 24
Z 242.93 ~ 0.5% Max. v o
244 245 242.92 242,97 m ~J p v N
1242,92 ~ ~ ~ r W I _ ~ M m ~ Q _ W
2% o J ~ w
243,OOf ~ U ~ W ~ O Q
254.00 243.00 Q ' ~ rG X
L ~ O O z LL
w U Z VZJ~
d _ a p V
Z LJJNNa ~ I a M
Q ~ ~ W n J ~ W Z N
...~..s I ~ W _ I ~ a
W ~ Z Z ~
s w w Q U
~ w
~Q 7 0
LIMIT OR DISTURBANCE
i
LIMIT OF DISTURBANCE 0
n• - ~ e
rn - ;
N
N
NW
L!.
. 237.5
Z
W w
U>

Z 0
W
Q J N
Z
~0 ~ ~z
J 0=
W Z c? w
L ~J
r N~
232.75 232.75
m
2%I x
1 232.73 f ~ 232.67 N
232 ~ N o
234 233 23 y~ 2 231 'N
- 232.6 232,64
K m
O
232.67 f\23 232.681 3
~ z
X23 4 z O~
4~~ 246 . 2g w
\ S o
235.54 EOP ~ ~ W
236.04 TOC ~ - ~
- 234.94 EOP 0
235.44 TOC
~ o
DATE. II-13-08
~ DRAWN BY: CHECKED 8Y: WDR/RLB DBS
-LEGEND - FILE NAMEa
JOB NUMBER:
° 107.049,001
341.00-~ PROPOSED FINISHED GRADE ELEVATION
100 PROPOSED MAJOR CONTOUR LINE GRADING
m 99 PROPOSED MINOR CONTOUR LINE PLAN
EXISTING CONTOUR LINE
- - - - LIMITS OF DISTURBANCE
PRELIMINARY PLANS
~~qi F SHEET goo
NOT FOR CONSTRUCTION
20 0 10 20
DATE PRINTED 11-13-08
GRA ING PLAN TRANSMITTED BY TranSite Consult. Engrs. N FEET C 3.1 ( I ~
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC., NC, 2008. PLOT DATES 11-13-08

i I r _ ;J itI \ i 1~ i ~ ,l _ _ J ~il ~ ill/ / ~ ~ , ~ i~~~~~~~~~/~~~~~1 l~ ~ ~ ~ I
~ ~ o 1 j U S \ ) 'I i I \ \ I I 'z J w
r -~~~~I I f \ l\ J >
0 ~ / p I` ,~,~1~ ~ ~ ~ ~ I ~I' I ~ ~ ^>sa~ ONED• % ) / ~ ~ ~ ~ - 35e/ZONED• 'ZONED. 1 i I ~I/~I r r,~ 1 C7 ~ o
_ R-4 ~ I ~ Z-~NED. ~I ~II I i Z o o c~
~~~~II II / ~II.~'~I~ UDR~O ^P \`~\O~ ~RENCHy ~ e ~ / f ~ ~ / 360 ~~}ll ~ ~ -6~ t I~'~ ~ ~ ~ ' ~ ~ ANN
~ ~ ~ ? ~ ~ III (I~\ ~ j j ~ ° ~ o ` ~ ~ ~ ~ V
I ,~.,1, ~ ~ ~ -z I~ ~~~1 ~ o x=
_ ~~I ~ ~ 1 ~ i~~l I~~il . , w m _
w
l7 ~ o
. ~ ~ ~ azQ
~ ~ ' / _
~ I:i ~ i ~ ~ N
sue- ~ ~ ~ / 1 ~ 3/ ~~I ? ~ ~ ~ i _ ~ ~
1 i ~ i \ ~ } I
~ II ~ ~ ~ ~ IiMI~I J ~ ~ I~ ~ ~ ~ ~ ~ ~ ~ -1 ~ 1 _ 'l~ ~ ~ - za~~/
. , _ ~ ~ ,1
~z l ~j _ ~ I ~ T J' ~ la ~ ~c~ ~7 j ~Ge, ~ ,,~~i~:,~ ~ _ I III _ i ,-e;. v ; ~ ~ ~ ~ - ~ r,; _ \ ~ . v I ~ ~
d, ~ / 1 ~ ~ ~ c§° ~ ~ f ' ~ , i Jl i / S4AN Rd ~ r ~ ` l I ~ i
~ , ~ s~ ~ i
I) o
1 " ~ I l~ I \ ~ \ _ i'1 \ P _ ~ I " ~ I ~ ` 'oo ~ ~ I ~ I _ ~ / \ \ ~ - I I ~X , - 1• ..y.. 4. - /
111 ~ M t
I ry°° . ~ ~ - - o ~
~ ~ ~ r ~ R i 1~ i~N \3 ~ ry L i ~ 1~ Q w
L,~~ ~ ~ =za ~ r ~ ~Po ~ Vii, s ~ s ~ . o 0 W ~ "y V 0 z ° ~ [ - ~ ~ ~ Z
l ~ ~ I~ ~ \ o ; \ ~ a O~
j~ / > N
5 t J ~ ~ ~ W ~ ~ Q ~ w I~
1 ~ ~
~I , V ~ _ ~ ~ha ; i~,~~ f . z, / , X2-4 I l;%~I ~ ? / ~ " f ZONED. i ~ 1 - I~~
~ ~ J - _ 1 eosti ~~~1 ~ I ~~i~''I ~ ' , / ~ A R-4 s ~ - i r~ ~ 1 1 I w ~ ~ ~ ~ ~ ~ ~ 1 ~ \ ~ ~ ~ U
~I,, ` ~ ~ \ J '~-`\.~l elf J - rk - ~ 1 ~ I i~f - - ~f / ~ ~ ~ ~ ~
~ \ \ ~
l (~~II ` 1 - - ~ ~ ilk I` 11I ~ ~ "~S`* 1 ~ l~ Ip+gN ~ ~ I ~w ~ ~ ~ oaWe ` s~ ~ J _
~ ~ ~i~ _ l ~ READ ~
i
~ ~ ~~F\ l l ~y
pp t~ ~ I ~ oo \ ,t - ~ ~ ' ~ t o~tieR V ~
,r ~ ~ - ~ ~ ' qo \ ~ ~ /
7~
~
'~1~~ ~ \ ~ ~ ~ ~ -
~ 1 ~ ~~Il~~~t
~ ~ ~ ~ j ~ ~ ~ I ~I ~ i ' ' / 1 ; ~ -SON ~ f , _ t~
QQ~~ _ . ~ ~ 't , , ~ ~ i _ ~~1~ , . ~ ~ ~ ~Q )
` - ~r _1 ~ 'f~ i~ Jli ;~~I~~II it I~~~I~ / / ~I~ rj rlJ-- I /~f 11 ''l \ ) ~ ~
~ ~ ~ ~ o ryo 4~

;1~
,iii \ ~ ~ ~ ~
} li ) / I ova 1 G~,\~ W W I / ~ ~ ~o
!I ry
~~l
. ~ \ ~ C / / L $ I I ' I , ~ ~ ~ ~ ERNE I ~ ~ \ ~ ~.,_I ~ \ \ ~ Il I `o I `i I, / f / ~ ryl ~ IDRIVp~ USELL ~ \ \ 1 ~ ~ ~ JN
Z v
~~P~ ~ J / ~ ( C ~ ~ ,t~ /E`'"~ ~ ~~J J ~ lip,, v ~ ~ y~ ~ ~ Z
o ~ vJl NNI ~ \ z
/ 1 cup o&i- ~ ~ ~ ~ \ _ ~ ~~~t; ~ , ~ ~ ~ ~ N ~ N Nm 2jz 9~ f I r I O ~ / W
~ \ ~~o~ ~ ~ \ Q
> . \ ~ o ) ~ ~ ~ ~
~Q ~ \ ti~ ~ ~ / ry ~ m 1 / m 322
~ < \ \ ZONED: ~ ~ ~I~I~II~~~ 91'li`~I'l 1 ~ Hi~ocKOai~'I ~ / J 1 Y I ~ J 292 ( ry~ m. ~ryom / 11 \ ~~i -
o /
i / I ' Ill' 0
\ ~,In,` X61 hl~ !.I ~ ~ ry~~ z7~ ~ ry \
\ ~ \ ~ ~ Z ED: ?~~J 1
I~
~ ~o ~ ~ lI~-4~ ~ I ZONED: IED: ry ~ ~ ~ ~ ~ ~ J \ ~ ~
~R z~ R-10 ~ ~ ~ I~ o~
`ZONED: 1 J ~ ~ CUD R-10 w
SCUD R-15~ ~ ~ ~ ~ ` ~ / i c ~ ~ °
CRABTREE ~ ~ ~Y1 1 ~ NORTH ~ HILLS DRIVE ~ ~ VALLEY MALL I ~ ~ ti~ooos~o \ ~ CUD'S &I 1 ~ ~ ~ ~ ~ ~ / -z30 ~ l A R-1 i ~
~1 I 1 J I
~ / ao- ~ ' ~ 9LP,~G~ ? 1 ~ I ~Qa...... ~~j 1 _ ~ 'r ~ ceEEK. ~ J i' CREEK ~ ~ ~
~ \ ~ ~ I
~ - ~2~ ~ ~ - \ ~ 2qg ~ ~ ~ DRAWN BYa CHECKED BY:
V ~'P \ ~ ~~ry~~ ~ / FILE NAME. Trailwood_Psh_DA
~ ~ ~ ~ ~ ~ ~ ~ - ~ PROJEC ti, r ZONED: ~ f - a ~o col\ W - ~ OJECT WDR DBS 0 ~ ~ ~ ~ 3~ ~ JOB NUMBER:
~o ~ ~ I} SITE \ ~ ~ ~ zss ~ - ~
~ ~ SC ~ ~ ZO~ED/ r q I ~ ~
ro^ ~ ~
ry~l\ 242 ~ DRAINAGE
-LEGEND- j ~ o ~ I / _ 1 ~ ~ ~ ~ ~ ~ AREA
PROJECT SITE \ 1 - . l . / Owl ~ f'. TO ~ \'i < ~ ~ ~ ~ ,
I E%ISTING BUILDING PRELIMINARY PLANS
E%ISTING DRAINAGE AREA BOUNDARY ~ sNEET goo
NOT FOR CONSTRUCTION
-230- - EXISTING 10 FT CONTOUR 200 0 100 200
EXISTING 2 FT CONTOUR DATE PRINTED 11-13-08
EXISTING PAVEMENT EXISTING STREAM OR CREEK
EXISTING PROPERTY LINE RAINAGE AREA MAP TRANSMITTED BY TranSite Consult. Engrs. C 4.1 I10 FEET l
EXISTING TREE LINE
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC., NC, 200 PLOT DATES 11-13-08

J W
J _ -
~ ~ _ ~ Z r Q ~
O ~ p J N
EXISTING CHANNEL W J ~ J V
DISCHARGE COMPUTATIONS m X = Z
0 - ~m~2
_
DA = 74 AC. W 0 0 ~ W
n n.. C~=0.44 ~ O , 0
M a 00 _ Quo =(74 Ac)(3.45 IN1HR)(0.44) =112 CFS ~ ~ a Z Q

~ - - ~ - ,,..a Qso =(74 AC)(4.50 IN1HR)(0.44) =147 CFS ~ N
Q Q+oo=(74Ac)(4.90 IN1HR)(0.44) =160 CFS ~
Z
~
i ~o N
~ Z W I ~ ~ M
. i ~~W I
EXISTING CHANNEL FLOW DEPTHS m ~ o . W ~ O a _g.a
m z. i - z. Q Z ~ r[ X
- ~ ~ r____ w O O Z a
v> i ~ - ~1 ~ UZQ J ~
a. v v. v. 1~ V7 d _ a p j ^ 1 LJJ , N a
v " v " ~ ~ ~ ~ EXI EXISTING TOP OF BANK ~ l z N
- " _ - ~ Q ~ ~ W
/ 6.5'+l- ~ s Quo 1 ~ W Z W _ I 1 Q 50 1 ~ Z
1 s ry n 1 ~ 2.45' z a
v- s I i ~ s Q~~ 2.34' ~ Q Z W w U
_ " _ ~ 1 2.02' N ~ w LL
ZONE 2 I ~ L S=2.64% J ~ o
7'
I
SECTION A-A
_ NOTE: EXISTING STREAM BANK IS STABILIZED WITH
" RIP RAPAND EXISTING VEGETATION. NO FURTHER
I + ` ` m . DISTURBANCE OR PROPOSED STABILIZATION IS _ _
I REQUIRED.
I
IMPERVIOUS AREAS COMPUTATIONS A-A
J THE AREA WITHIN THE LOT BOUNDARY IS 0.96 AC. LOT . I , NOTES;
AREAPLUS PROPOSED RNV IMPROVEMENTAREAS ~ I
TOTAL 1,OOAC. IMPERVIOUSAREACALCULATIONSARE ~ ~ 1. THE FOURTH LEVEL FLOOR WILL BE EXTENDED BEYOND THE
• BASED ON THE TOTAL 1.00 AC. OF AREA IMPACTED. - l OFFICE AREA TO PROVIDE A COVER OVER THE 3RD LEVEL
~ , a...a ZONE 1 ` ' ' _ a¢¢ PARKING DECK, WHICH IS NOT A DESIGN NECESSITY PROVIDING
EXISTING IMPERVIOUS_ 0.693 AC (30398 SF) AN OPPORTUNITY TO INCORPORATEAGREEN ROOF LANDSCAPE
PROPOSED IMPERVIOUS_ _0.669 AC (29136 SF) " - AREA OF 2,370 SF. WE DID NOT INCLUDE THIS AREAAS PERVIOUS
AREA IN OUR PROPOSED IMPERVIOUSIPERVIOUSOALCULATION. LV
I PROPOSED DEVELOPMENT REDUCES IMPERVIOUS DOING SO SIMPLY INCREASES POST IMPERVIOUS AREA BELOW
SURFACE BY 0,024 AC 1262 SF . " ' PRE IMPERVIOOUSAREA.
( ) I 2.6,000 GALLON CAPACITY STORAGE TANKS ARE PROPOSED TO
I ' -=;a BE CONSTRUCTED UNDER THE PARKING DECK RAMPS FORA Z ,m-
i I _ MINIMUM STORAGE OF 12,000 GALLONSANDAMAXIMUM ~J,J ;
~ I e / STORAGE OF 24,000 GALLONS. THESE TANKS WILL COLLECTALL V
STORM WATER COLLECTED FROM THE ENTIRE BUILDING AREA ~
/ I , PREIPOST COMPUTATIONS FOOTPRINT. THE RETAINED WATER WILL BE TREATED Z ~ ~
ULTRAVIOLETLYAND FILTERED FOR IRRIGATIONASAMINIMUM ~J,J J ~ AND POSSIBLY TOILET FLUSHING RESUSE WITH SEPARATE
WATER PIPE SYSTEM. THIS ESSENTIALLY MAKES THE BUILDING Z = U
NO STORMWATER QUALITY OR QUANTITY IMPROVEMENTS PERVIOUS WITH NO RUNOFF, WHICH WAS NOTACCOUNTED FOR 2 Z
ARE REQUIRED FOR THIS SITE SINCE THE PROPOSED I IMPERVIOUS AREA IS LESS THAN THE EXSITING IMPERVIOUS ' IN OUR PREIPOST IMPERVIOUS CALCULATIONS AS WELL. J ~ _
AREA RESULTING IN LOWER DISCHARGE VALUES FOR THE ~ ,
I € PROPOSED CONDITION. 100 YR. FLOODPLAIN BOUNDARY 3. REMOVE EXISTING RIP RAP LOCATED WITHIN THE ZONE 1 BUFFER p ~
f. " ' WATER SURFACE ELEVATION=228.10' BETWEEN PROPOSED CONSTRUCTION LIMITS AND THE TOP OF LV z BOTTOM FLOOR ELEVATION OF PARKING DECK=232.75' BANK IN THE SHADED REGION SHOWN. REESTABLISHAREAWITH = ~ ~
I SECOND FLOOR ELEVATION=243.00' (FIRST FLOOR OF OCCUPIED SPACE) PLANTINGS IN ACCORDANCE WITH LANDSCAPING PLAN C 6.1. ~ N ~
d ~ f I i. _ I
r
m
I I
I P
e. " _ s
"
1, .
\ FLOODWAY BOUNDARY APPROXIMATELY
300 FT. SE FROM PROPERTY
` ~ SEE NOTE 3, SHEET C 2.1
\ a
~ z
z O
i ° w o
_ - W
-LEGEND - ` _ w
Q o
EXISTING IRON PIN ,
EXISTING NCGS MONUMENT a-A CROSS SECTION MARKER o
EXISTING RIGHT OF WAY DATE.
EXISTING PROPERTY LINE DRAWN BY: CHECKED 8Y: WDR DBS
EXISTING EDGE OF PAVEMENT ss'~- e.,.. FILE NAMEa Trallwaod_Psh_Storm
EXISTING CURB AND GUTTER EXISTING RIP RAP TO BE REMOVED ' JOB NUMBER:
' EXISTING BUILDING 107.049,001
EXISTING SANITARY SEWER LINE ' '
EXISTING SANITARY SEWER MANHOLE a.°~ ~ _ _ STORMWATER
EXISTING TOP OF BANK EXISTING LIGHT POLE _m PLAN
EXISTING POWER OVERHEAD '
- EXISTING GAS LINE
- - CREEK EXISTING WATER LINE ~ m" ~.e. ,
EXISTING WATER METER PRELIMINARY PLANS
~~qi F SHEET goo
EXISTING TV CABLE LINE NOT FOR CONSTRUCTION
EXISTING RIP RAP BUFFER ZONE LINES 20 0 10 20
EXISTING EASEMENT LINE STORMWATER PLAN DATE PRINTED 03-26-09
TRANSMITTED BY TranSite Consult. Engrs. ( I N FEET C 4,2 ~
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC., NC, 2008. PLOT DATES 03-26-09

J W
J
~ ~ ~ ~ Z
O ~ p J N
_~~U
o mX=Z
,....W ~ 0
~m~~ ~ 0O0W
,ev a ~aZQ
r J_ ~ ~
Q ~
~ N ~ N
BUFFER IMPACTS SUMMARY (SF)
TOTAL IMPACTS
1 ZONE 1 IMPACTS ZONE 2 IMPACTS (ZONES 1 & 2)
i / /
o
/ ~ I EXISTING 4564 4026 8590 r ? ~ M _
~~W
~ / ~ I I ~ . o ~D~a
ADDITIONAL PROPOSED 1216 1106 2322 Q Z ~ ~ X
M i r - ~oZLL
i ~ : '.1 I ~ I ~ w U Z
~ I l TOTAL PROPOSED & 5780 5132 10912 ~ V ? a o
, , 0 j ~ EXISTING Q ~ ~ W
Q / I ~ t I Z J ~ W Z N
~ W - a
• ~ E ISTING TOP OF BANK ~ EXISTING.. TOP OF BANK / ~ of SANK PROPOSED REMOVE 1991 343 2334 z " w Z _ z a W
X ~ ~ i, e 1 EXISTING IMPERVIOUS N ~ z LL
w
I ~ ~ o
~ / 9 ~ I FINAL TOTAL IMPACTS 3789 4789 8578
i t I 1 ZONE 2 ( ~ ZONE 2 ' I
~i ~`l
DELTA FINAL TO EXISTING 775) 763) (-12)
I I 1 ~ / ~ I ; I
s, -
I ~ / ~ TOTALAREAOF ZONE 1 BUFFER WITHIN PROPERTY BOUNDARY = 8218 SF (0.19AC)
' I I ~ 'I
I / TOTAL AREA OF ZONE 2 BUFFER WITHIN PROPERTY BOUNDARY = 5366 SF (0.12 AC)
TOTAL =13584 SF (0.31 AC)
I~ /I I
II I I / i
I ~ ~ I ~m 4
L;
I ~ i MITIGATION
I ~ ~ I, x I ~ - ~
~ X ~ ZONE 1=1,216 sf x $0.96/sf x 3 = $3,502.08
• ~ • ZONE 2 =1,106 sf x $0.96/sf x 1.5 = $1,659.00
i ~ ,
ZONE 1 ~ ZONE 1 ~ ' W
/ ~ ~
/ ( E
Z
I # I / ~ I I W ~
/ ~ I I / ~ U~
3 Z 0
I I W
/ I~ 0 J N NOTE: EXISTING RIP RAP LOCATED WITHIN ZONE 1 BUFFER, AND OUTSIDE OF TOP =
/ I / / I / ~ ~ ~ OF BANK, IS TO BE REMOVED DURING CONSTRUCTION, SEE STORMWATER ~ ~ Z
PLAN C 4,2. ENTIRE ZONE 1 BUFFERAREA IS TO BE REESTABLISHED WITH J 0 =
F HIGH QUALITY PLANTINGS, SEE LANDSCAPING PLAN C 6.1. W Z ~
W
F /I I ~ L ~J
r N~
~I I i
~ I I i m
i~ ~
~ , ~
! ~ -LEGEND -
x ~ ~
~ 1 , 1
~
ZONE1BUFFER
~ ~ ~
\
~ ~ ' ~ ~ / ~ ZONE 2 BUFFER ~
~ ~ ~ ~ Z O~
~ ~ ~
ZONE 1 BUFFER IMPACTS o
i .s W
~I ~ ZONE 2 BUFFER IMPACTS w
~ f i ,A - - - ~ Q 0
1 r
t EXISTING BUFFER IMPACTS
m TO BE REMOVED oarE. 03-23-09
DRAWN BY: CHECKED 8Y: WDR DBS
FILE NAMEa Trailwood_Psh_Buffer
JOB NUMBER:
107.049.001
_
BUFFER
IMPACTS
PLAN
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
~~ql F SHEET NOo
DATE PRINTED 03-26-09 20 0 10 20
UFFER IMPACT5 PLAN TRANSMITTED BY TranSite Consult. Engrs.
C 4.3
IN FEET
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC., NC, 2008. PLOT DATES 03-26-09

~ PROPOSED 8" TAPPING - J W
- PROPOSED 8 TAPPING SLEEVE AND VALVE SLEEVE AND VALVE J ~
~ ~
- - ~ _ (0 ~
O ~ ~ J N
.3 a _ ~ J~ JV
o ~x=Z
io BORE & JACK Remove Existing WM 3 m0
a ~m~=
0 BORE & JACK io w O~~W
0 0
~aZQ J ~ ~
2" WM _ /
~ N _ -
M r
00 FH _
Q 3
Q
Z 4" PVC co `co co ss o
~J p ~ N
FIRE DEPARTMENT CONNECTION } L W I m r Q N
- co _.:-m._ ~ M J ~ w
~ FDC . o ~O~a W a
RELOCATE EXISTING GAS LINE
- - BY UTILITY OWNER ¢ Z~~K w Q a O O z w
U w V z Uz~
" ED 6" WILKINS-375DA ~1 ~ SEE ARCHITECTURALAND d ~ - a O
6 RUN-IN FOR PROPOS PLUMBING PLANS FOR OR. CITYAPPROVED EQUAL REDUCED PRESSURE LOCATION AND CONTINUATION ~ LL N
ETECTORASSEMBLY. SEE LUMBING PLAN. OF PROPOSED SEWER LINES - . Z r N ~ M Q ~ w i. J W Z N
FOR CONTiNIJATION. d ~ W - ~
W ~ Z Z ~ ~ w
_ w
cn ~ Z U W w

2" SERVICE LINE FOR PROPOSED 2" WILKINS 975 SEE ARCHIT~CTURALAND (OR CITYAPPROVED EQUAL REDUCED PRESSURE ~ PLUMBING PLANS FOR co .
PRINCIPLE ZONE BACKFLO PREVENTER. SEE ~ LOCATIaN~~FID CONTINUATION
PLUMBING PLAN FOR CONTINUATION. ~ ~ OF PROPOSED CIP SEWER LINES U
THRU CURTAIN WALL > a UTILITY CONTACT
INFORMATION
g Progress Energy Carolinas- City of Raleigh-Inspections
TIE:: co CO ~ TiE To ExisrPNC a° SS LINE ElectrlC, Mr. Ken Shaffer Mr. Barney Rogers [phone] [phone]
AT & T-Telephone Gas:
Mr. Shane Burns PSNC
[phone] 1-888-686-1288
CONSTRUCTION NOTES
1. ALL CONSTRUCTION REPAIRS SHALL CONFORM TO THE PLANS, STANDARDS AND
SPECIFICATIONS FOR THE CITY OF RALEIGH, STATE OF NORTH CAROLINA AND W
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
2. IN THE EVENT OF ANY DISCREPANCIES IN SPECIFICATIONS, THE MORE ~
STRINGENT WILL GOVERN. Z
3. THE PLANS AND PLAN DETAILS SHALL TAKE PRECEDENCE OVER THE CITY OF W w
RALEIGH STANDARD DETAILS. CONTRACTOR TO VERIFY. V ~
4. UTILITIES SHOWN ON THESE PLANS ARE BASED IN WHOLE OR PARTLY ON EXISTING ~
DRAWINGS OR PUBLIC INFORMATION. THE UTILITY CONTRACTOR SHALL VERIFY THE Z ~ ~
EXISTENCE, SIZE, AND LOCATION OF ALL UTILITIES. UTILITIES MAY EXIST WHICH ARE uJ ~ coo
NOT SHOWN. THE UTILITY CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC 0 ~ ~ -N
- OR PRIVATE UTILITIES WHICH LIE IN ORADJACENTTO THE CONSTRUCTION SITE Z = U
WITHIN THE LIMITS OF HIS EXCAVATION. THE EXCAVATING CONTRACTOR SHALL BE ~ ~ Z RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED J OC =
DURING CONSTRUCTION. CONTRACTOR TO CALL NC ONE CALL (1-800-632-4949) A MIN W Z ~
48 HOURS PRIOR TO DIGGING. ~ w
5. ALL FIRE HYDRANTS SHALL BE SUPPLIED PER CITY OF RALEIGH STANDARDS J
AND SPECIFICATIONS. ~ N ~
6. PROPOSED FIRE HYDRANT MAIN EXTENSION IS PUBLIC.
ALL OTHER PROPOSED WATERISEWER SERVICE UTILITIES SHALL BE PRIVATE.
m 7.6"FIRE SERVICE LINE AND 2" BUILDING SERVICE LINE TO BE INSTALLED
PER CITY OF RALEIGH DEPARMENT OF PUBLIC UTILITIES STANDARDS
AND SPECIFICATIONS.
8. THE UTILITY CONTRACTOR SHALL PROVIDE ALL INCIDENTAL MATERIALS AND
APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
THE PROPOSED UTILITIES.
9. SEE CITY OF RALEIGH STANDARDS "BEDDING REQUIREMENTS AND
CLASSIFICATIONS FOR DUCTILE IRON PIPES" FOR WATER MAIN
BEDDING REQUIREMENTS. ~
- 10. EXISTING AND PROPOSED MANHOLE TOPS AND VALVE BOXES SHALL BE z o-
ADJUSTED TO FINAL GRADES WHERE ENCOUNTERED. ~
o
dURB ~ 11. PROPOSED FIRE LINES AND HYDRANT BRANCHES SHALL BE 6"DIP. SERVICE w
-LEGEND - LINE SHALL BE 2" TYPE "K" SEAMLESS COPPER WATER TUBING. ~
w 12. SEE SHEETS "C 8.1 & C 8.2" FOR WATER AND SEWER DETAILS. o
EXISTING IRON PIN w PROPOSED WATER LINE _ a m. 13. SEE SHEETS "C 8.1 & C 82" FOR TRAFFIC CONTROL DETAILS.
EXISTING NCGS MONUMENT WV ® PROPOSED WATER VALVE
EXISTING RIGHT OF WAY DATE:
EXISTING PROPERTY LINE FH ~ PROPOSED FIRE HYDRANT 14. SEE PLUMBING PLANS FOR FIRE DEPARTMENT CONNECTION DETAILS. oRAwN aYl.oo-08cKEO Bv: WDR/RLB DBS
EXISTING EDGE OF PAVEMENT - FILE NAMEa T'i OIWOOd_PS1_LT
® FDC PROPOSED FIRE DEPARTMENT CONNECTION - - - EXISTING CURBAND GUTTER ~ JOB NUMBER:
_ .a... EXISTING BUILDING SS PROPOSED SANITARY SEWER LINE - - 107.049.001
EXISTING SANITARY SEWER LINE • PROPOSED SANITARY SEWER CLEAN OUT
EXISTING SANITARY SEWER MANHOLE CO UTILITY
-..g EXISTING LIGHT POLE ~ PROPOSED WATER METER PLAN
EXISTING POWER OVERHEAD
m EXISTING GAS LINE
g EXISTING WATER LINE PRELIMINARY PLANS
a.-. EXISTING WATER METER -
~If1T Ff1D f'(1~ICTDIIfTlfl~l ~~Q F SHEET ~Oa
EXISTING TV CABLE LINE iwv~ vvi wiwvwi'~~
EXISTING RIP RAP
EXISTING EASEMENT LINE TILITY PLAN DATE PRINTED 11-13-08 20 0 10 20
TRANSMITTED BY TranSite Consult. Engrs. c 5.1
( IN FEET )
©THIS DRAWING IS A COPYRIGHT DE TRANSITE CONSULTING ENGINEERS, INC., NC, 200& PLOT DATES 11-13-08

I
WILLIAM E. WARNER ASLA, LLC v w
B' NA%. J ~
VARIABLE AS DHECTED BY THE ENGINEER WARNING 5GN 2245 Coley Forest PI. ~ ~
I I
I_ L EE PR C pN REA ~ ~ , MIN, 12-1/2 G0. Raleigh, North Carolina 27607 ~ z ~ ° ~
INTERMEDIATE MIN. 10 GA. c,,.. L I_ I-- 1NRES LNE WRES ,~,.E,"„~, I
. I_ _ I 919.782.6848 ~ ° ~ J N ~I
o ~~=U
I ~ _ GRADE j LANDSCAPE ARCHITECT I ~ m o = z
/ ZORiED: R-4
ORANGE UV RESISTANT J HIGH -TENSILE STRENGTH,
POLY BARRCADE FABRIC (TYPICAL) I , o . ~ c~ w ~~OW ~
FRONT VIEW ww •z m ~
` WOVEN HIRE FABPoC 1... - - _ _ _ ~ T
WARNING 9GN ~ rf^~~". a ~ . ;~-GRAN , uv AN , M TREE PRpTECT1pN AR A ~ ! . Q d- ~
? ~ HIGH - lEN9tE STRENGTH, a 18. o i a POLY BARRICADE FABRIC (TYPICAL) qO NOT ENTER - ` N SITE DATA FOR LANDSCAPE REQUIREMENTS ~ ~
in g n ~ iJ _ ~ i • N I ~ ay ray r r ~ ~a ~ v;~ i ~ _ ~ N ; 1. TRANSITION PROTECTION YARD: TYPE C
N ~ ~ 1 ~ r r ~L' v ~~':'dES TPY. LENGTH 239.11'
M ~-cRaoE WARNING SIGN DETAIL I-9 ~ ~ QA ARS J NOTES: TPY. WIDTH 20'
b WARWNC SIGNS TO ~ NaDE OF DURABLE, WEATHERPROOF M47ERNL (i~ . I ~r LERERS iD BE J• HIGH MINIMUM, CLEWLY LEdBLE AND SPACED AS DEFAKED. ~ J TOTAL SHRUBS PROVIDED 159*
iv SICNS SHALL BE PULED Ai 50' ANYINUM INTERVALS. ~ ~ i I PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. A R S SHADE TREES PROVIDED 7 ~ ~ I~ EXISTING SHADE TREES 1 - 8" WATER OAK
FOR TREE PROTECRON AREAS LESS THIN 200'IN PERIMETER, FRONDE ND LESS THIN ONE SIGN PER PROTECTION AREA. e ATTACH SIGNS SECLWELY TO FENCE PQS15 AND FABRIC. ~ ` EX. 4"MAPLE ~ ~ ; ~~1'- EVERGREEN TREES PROVIDED 9 • • ~ ~
MAINTAIN TREE PROTECTION FENCE 1NR000HOUF DURAITON OF PRd1ECi. ADdTWNAL SIGNS ANY 8E REQUIRED BY CRY OF RALEIGH RJSPECTIONS DEPARTMENT BASED ON ACTUAL FlELD CONORIDNS. - ' ~ ~ 'REQUEST AN ALTERNATE METHOD OF COMPLIANCE,10-2082.4(a) ~I i ~ ~ w N
SIDE VIEW PUCE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER NOTE: FOR TREE PROTECTION ONLY DUE TO THE FACT THAT THE STREAM BANK IS VERY STEEP AND ~ m ~ ' NOT SUITABLE FOR LANDSCAPE PLANTS I z Q w
4' C. S~1hl
1 B ~ ; EX. 10" RIVER BIRCH 2. STREET YARD ~ ~ ~ ~ ~ R.O.W. LENGTH 220.40' w J ~ ~
STANDARD TREE PROTECTION DETAIL PT • EX. 8" WATER OAK LESS DRIVEWAY -24' ~ ~ ~ d ~ ~
i TREE ~ ~ NOTES: _ ~ ' ~ ~ TOTAL STREET YARD PROVIDED 196.40' Q ~ ~ w x ~'v
PROTE~, I ION ~ I TRAIWD BUILDING. LL ,f ' ° TREES REQUIRED (196.4! 50) x 6" 23.57"(CALIPER) a z ~ z 4
1. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE FENCE 'i.~ ~ - 2. REMOVE ALL STRAPPING AND THE TOP 2/3 OF WIRE SITTING AREA 0.96 AC. ,EXISTING TOP OF BANK TREES PROVIDED 3-3.5"cal w ~ v Q ' EXISTING TREE 4" MAPLE ~ U z a ~ I,
`/C~- WIRE BASKET AND BURLAP FROM ROOT BALL 2245 NORTH HILLS DRIVE EXISTING TREE 10"RIVER MAPLE w W o ,T
PRIOR TO BACKFILLING PLANTING PIT WITH BENCH , B 10908 PG. 1125 ' 3. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY / PIN Nn. 0796609524 '3 N Z (/7 ~ i
AFTER INSTALLATION EXICT[NO TREE i ~ ~ Q ~ w ~ '
4. 3° SAUCER WILL BE OUTSIDE OF BACKFILL. ! , ZONED' O&1-1 x ~ I OFF SITE ~ t ~ / I ~ n I 1 J w w ~
5. MULCH IMMEDIATELY WITH 4° OF SUITABLE MULCH ~ x x - ACCESS TO r i ~ z w ~
' ~ X GREEN ROOF x x ~ ~ z
t x I ~ ~c~ W U
~s GREEN • TOP OF ROOT BALL TO ;T °.I x L~ - z ~ I cn ~ w o
BE 2" ABOVE FINISH GRADE ~ / ROOF i x } ~ PLANTING ~ x x .
4" LAYER OF MULCH- NO - ~ ~
MORE THAN 4" TOUCHING AREA " SITTING AREA x ~ TRUNK. r mLS ARNY G. CYNER FAMILY TRUST
PLANTING MIX ~ ~ , ~ WITH BENCH ~ x 3" WATER BERM AS SPECIFIED i q i ~ .A. 100,623.60 SF.
~ > I ~r 2.31 AC.
FINISH GRADE ' ' GREEN ROOF TREES ~ , . ; ~ , , x _ - - _ ~ 2201 NORTH HILLS DRIVE
REMOVE TOP 2/3 OF BURLAP, - - - - ~ , ~ x - ~ D 4539 C. 189 I - 2 PT PIN No. 0796701576
AND ANY NAILS/PINS, ETC. = _ =T- ` ~ ~ 1 Q I ~ 1 ~ - - ~ ; VIEWING AREA ' ZONED. R-10 ~
I REMOVE TOP 2/3 OF WIRE - - ~ ' ' - USE: MULTIPA~IILY APARTMENTS ~
BASKET WHERE PRESENT I LINE I - - - - - h ~ I ° I r' UNDISTURBED SOIL GREEN ROOF x I LT
I IF SOIL HAS BEEN PREVIOUSLY = = - - _ - - I~ I ~ - I ~ I~' o 1,
DISTURBED FIRM SOIL UNDER - - - - I-III I ~ ' PLANTING AREA ~ . - - - x • ROOT BALL ~ M ~ ~o j ~U'
~ ~ ~ u~ x o I Lr, x x ,
u; 1 , t I~~~ PANTING DETAIL-TREE r Id ~ ,
GREEN ROOF WALKWAY ,d
~ j` ~ 3 WIDE WITH PAVERS ON
NOTES: ' SAND BASE ~ I L,
1. PLANT ROOT BALL 2" ABOVE FINISHED. GRADE AS SHOWN ~ • ~ A 1_ / ° '0
2. SCARIFY AND BUTTERFLY ROOTS OF ANY ROOT 3 PT W
BOUND CONTAINER MATERIAL BEFORE PLANTING M 3.IF BALLED AND BURLAPPED REMOVE BURLAP AND
TWINE FROM TOP 1 2 OF ROOT BALL / , _ x
4. EXCAVATED PIT -MINIMUM 6° WIDER ON ALL ~ ~ ~ SITTING AREA ~ , ALL SIDES THAN ROOT BALL DIA. % r' WITH BENCH x
5.SCARIFY VERTICAL SIDES , / ~ , z w ~ ~
1 x LT ~ W >
. ',a• ` J.T. OBBY ON INC. I %o , d U~
• o ° °o' • ° GREEN ROOF ° o a °o° ° ° e ° ° ° ' ,147.60 SF. M GROUND COVER Pc ~ ° Ln
.'~o o °o °°°y~•p• 0.21 AC• ,,x ; z I
o ~ o ° .o°°, o ° o° ° ~ , 431 LEAF? MINER D 1 s" • o°•o ° o o •o , o W ~ ~
° ° • o°° o e° o~°~ D 12070 PG. 234 GREEN ROOF TREES ° ° ° o o~ o,• cb; 0 0 3 HT. SAUCER I ~ o . ° • ° P No. 079660$41 ~v 0 = N
° MULCH AS SPECIFIED ON PLANS. % I x ° ; ZONED: OI-1 z
FINISH GRADE USE: OFFICE 4 F PROPERTY LINE IS CENTER OF EXISTING STREAM ~ ~ z
LARGE SITTING AREA ~ ~I N EXISTING SOIL ~WITN VERY STEEP BANKS ~
- - - WITH BENCHES ~ M L =III=III= III=111_ ~ F ~ P~ANTSITABLE FOR LANDSCAPE ~ O
=1 I I-1 I I ~ I~ I I-1 I I=1" 9 _
III-1 -III-III - _ - III- ~ ~FH ~ o~ I 107 IM1N ~ W ~ W ~J
=III=III=III=III=III , ~ VIEWING AREA I- N ~ i
_ _ _ _ ~ ~ ~ t;i. -III-III-I I I~ I I- , k _ _ ~ x
i l l_I I I_ x r i r ~
y~
/ / x m
PLANTING DETAIL SHRUB ~ ~ ~ ~ ~ ~ x y
w{ ~ f
~ ~ ct 12 OJ ~
-~j XISTING TOP OF BANK j
I'! ' rr ARC rr
C~ r.3~'W 171.13' ~ CL ~a ~ CL
r ;;L
, w r ay ^ - I ` ' 07
z o I
CEN RY DRIVE 117,176.40 SF )RY DRIVE LHDH LLC N8F~~,~z-„~ ~ ~ ~ ~ i7J, ~0' _ 17,176.40 SF.
2.69 AC. 2.69 AC. ~ ~ o j
2209 OENTURY D I CENTURY DRIVE ~.W ~ w
DB 12474 PG, 1: 12474 PG, 1397 ( ~ i '
IN No, 079660$ SE; OFFICE No. 0796608257 - .1~5E; OF'FlCE
PLANT LIST ~
rvl,._~I; DATE: Z
KEY QTY. BOTANICAL NAME COMMON NAME SIZE AT PLANTING 11-13-08
ARS 2 ACER RUBRUM' RED SUNSET' RED MAPLE 3.5"CAL.,12'-14'HT,,MIN, DRAWN BY; CHECKED BY: WEW WEW
FlLE NAME: • Trailwood Psh_land
3.5"CAL. 12'-14'HT. MIN. QA 1 QUERCUS ACUTISSIMA SAVVTOOTH OAK I ' JCB NUMBER: '107:049.001
2 IFL A 2"CAL. 10'-12'HT. MIN. LS LIQUIDAMBAR STYRAC U SWEETGUM ,
2" AL. 10'-12'HT. MIN. LT 3 LIRIODENDRON TULIPFERA TULIP POPULAR C , LANDSCAPE
PLAN
" -1 'HT MI PT 5 PILAUS TAEDA LOBLOLLY PINE 2 CAL.,8 0 N.
VIR INIANA RED CEDAR 2"CAL. 8-10'HT. MIN. JV 4 JUNIPERUS G , PRE~I~INARY P~A~IS
ILEX LATIFOLIA'MARY HELL' MARY HELL HOLLY 18"-24"MIN.HT. FULL 3GAL. IMN 107 , 0° SHEET N0.
~~„T ,,,,~~~-T~~ ~,,T~„~~ ~ SCALE
CJ 17 CAMELIA JAPONICA'DEBUTANTE' DEBUTANTE CAMELLIA 18"-24"MIN.HT.,FULL,3GAL. 20 0 0 20
PC 35 PRUNUS CAROLINANA CAROLINA CHERRY LAUREL 18"-24"MIN.HT.,FULL,3GAL. DATE PRINTED 111308 C 6.1
TRANSMITTED RYTransite Consult. Engrs.
1' = 20'
OC THIS DRAWING IS A COPYRIGHT OF 1RANSIIE CONSULTING ENGINEERS, INC., NC, 2008. MMTMW E; m-wt-M

1'-0"
J W
J
USE ONLY ~ ACCESSIBLE ~
WITH VAN ~ ~ ~ ~ Z
AccESS RESERVE O ~ p J N
SPACES PARKING ROUND CAP W/CONCRETE _~~U
o mX=Z
I 8" PRE-CAST g„ coNCRETE cAP 0 ~m~2
C4 BRICK WITH ~ PAINTED
- 4" BLOCK BACK SPLIT-FACED N
BLOCK O~pW ~aZQ
MAXIMUM 6"DIAMETER STEEL PIPE- T LONG - soclD CEDAR soclD CEDAR J_ ~ ~
PENALTY BOARD BATE eoARD BATE Q ~
5~ REBAR REBAR FILL WITH CONCRETE 4, T REINFORCEMENT - REINFORCEMENT ~ N ~ N
cssoar.~ I ~ HINGE GATE ON ~ HINGE GATE ON
4" STEEL PIPE ~ 4" STEEL PIPE
PANT PIPE YELLOW - T° CONCRETE ~ T° CONCRETE
~ K PAVEMENT ~ PAVEMENT
ri ~E 'i D I EXPANSION
JOI T JOINT PAVEMENT
o
~cDNCRETE X ~coNCRETE N FDONOATZON As FouNDArzoN As ~J p v
Z Z ~ REDUIRED FOR , REDUIRED FOR Z N ~ W I _ ~ M m ~ Q _ W
o~ o~ ~ ~0 0o Q ~ ~ FROST LINE ~ FROST LINE ~o~c c c _ _ J ~ w
• 4 0 ~O~a
Z Z OPTION 1 SECTION TYPICAE SECTION ~ N ~ ~
a ~ 00 UU Q Z~r~x ~oZLL
SET IN ONE CU. YD. w U Z
3' min OF CONCRETE (3x3x3) a . ~ . a. Uz~~ d _ a p V
a~ Z W N N a ~ I
M Q ~ ~ w n J ~ W Z N
~.a a . ~a . ~ W - I ~ a
w ~ Z Z Q' ~ ~ w
e'-a" Pasr CENTER JuvE To CENTER uNE . a Q U
N ~ w w
0
0
BOLLARD POST DETAIL z HANDICAP PARKING SIGNAGE
Q
r
X ~Q
N
HANDICAP
WHEEL CHAIR RAMP PARKING SIGNAGE SEE DETAIL SEE DETAIL r~ D n D C
NoToSo W
w L!.
0 r
Z
W~
U~
Z 1X6 SMOOTH SAWN ~ ~
CEDAR PEANKS (TYPO) ~ J N
BUIEDER TO EXCAVATE PEAYGROUND Br f CRODUID BOXES TO OUTSIDE PEAYGROUND Z = U
u a DIMENSIONS9 6" DEEP FROM TOP OE ~~FF TOP OE GRADE (=TOP OE SOD) AT 2% ~
SEOPE MAXo PEAYDROUNDS CANNOT E ~f ~ANNOT EXCEED 2% SEOPE MAXo = Z
PLAN DRAINAGE SHOOED AEWAYS APPEYa ~PEYa ~ J ~ _
SEE PEAYDROUND 0~ N W Z_
SUREACING DETAIE ~ w ~ L ~ J
8~ B~ g~ GROUT HoJE FuJE 6'/z" XoEE FOR '/z" sTOo PIPE oR 6~/2" ~ I ~
3 " DIAMo REINFo ROD ~ /4 r N~
(OPTIONAE I"x3" H~JE) BUIEDER TO TIE IN F TO TIE IN 6" DRAIN PIPE FOR UNDERGROUND N
MAXo PEAYDROUND BOX AT f HANDICAP PARKING DIMENSIONS ~ z - - i cEEARANCE ~ of DRAOEo EEAVE BRF HD BOX AT EOW END RAINGUTTERS EEAUE DRAIN PIPE AT EEAST ~
1~ ABOVE GRADE EO DRAINAGE DRAINAGE J - #10 PEAYDROUND INSTAEE 2„ q~~ OPENING OPENING GRADE FOR m
OD INSTAEEER TO TIE INTOo
2' (MINoI I' 2' (MINJ I' 10 TOOLED EDGE (TYPJ
7' (MINJ
N 8' (MAXo) 12"HIGH PAINT _ CCUYGRUUND GRUDING CRUSS SECTION
LETTERING, TYP. 4" WHITE PAINT TYP. UND DRUINUCE DETUIC
' 8„ ~/2" STD PIPE OR 3/q" REINFo R0~ SHALL BE PLACED PRIOR TO SURFACING
(MINJ OR IN A HOEE DRILLED IN THE
END VIEW FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED 17' G"
METHOD, OR DRIVEN INTO THE SURFACING
y COMPA T COMPACT ELEVATION B~~ X B~~ TREATED TIMBER 3/8" TOPCOAT COURSE (COEOR) CANE BOET ~ z
o BRICK EDGE 1 5/8" IMPACT COURSE (BEACK) HOEE ~
~GEOTEXTIEE EABRIC PAINTED
EDGE OF SIDEWALK / ARADE PARXiNC sTAEE EocE oT PARXiNC sTAJE 1/2"X24" REBAR ~
7~_ ~ 4" COMPACTED GRAUEE EIEE SPEIT-FACED ~ BEOCK TRASH o ~
7-6 6 ~ WHEEL STOP 208' TO EDGE - - i ENCEOSURE w
OF PARKING STALL - 0
8.5' 8.5' 6" DIAa STANDAR
COMPACT ~ STEEE PIPE °
4" WHITE PAINT, TYP. ~ ~ ~ BOEEARD oarE: ~ ~ O o6-oq-oa
STANDARD PAINTED sTRiPES iE sXOWN oN THE DRAWINGS OR REQ'D BY THE SPECIFICATIONS DRAWN BY: CHECKED 8Y: PCP DBS
L CANE BOET F~~E NAMEa
INSTALLATION PLAN - HOEE 0 Trailwood_Psh_notes JOB NUMBER:
IN PARKING STALL DIMENS 0 S 107.049,001
~ ~ HOHC,~~ T COHCOHCH ~IHHH~ ~ COO - 7" CONCRETE ~coMPACTEO soBGRAOE ~sEAB DETAIL
INa rasol (BY DEVEEOPER/BUIEDER)
~5z COMPACTION CANE BoET SHEET
HOEE BRICK FACE WITH
4" BEOCK BACK
PRELIMINARY PLANS c OPTION I )
ii I I PCUYDRDUND SURCUC I RD SHEET NOo
DETA I E NOT FOR CONSTRUCTION DUMPSTER PAD PLAN
DATE PRINTED 11-13-08
ETAILS
TRANSMITTED BY TranSite Consult. Engrs. C 8.1
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC., NC, 2008. PLOT DATES 06-13-08

n r in n o st uct o e ue ce
1. Install gravel construction entrance, temporary diversions, sediment basin, retaining walls and silt fence as shown on the approved plan. J W
Clear only as necessary to install these devices. Seed temporary diversions immediately after construction. J
Call for onsite inspection by the Environmental Engineer to obtain certificate of construction. ~ ~ ~ ~ Z
2. Begin clearing and grubbing. Maintain devices as needed. Rough grade site. O ~ p J N
All devices shall be inspected at least once per week and after every runoff producing rainfall event. _~~U
3. Install storm sewer, water lines and sanitary sewer lines and protect inlets with hardware cloth and gravel inlet protection as shown o mX=Z
0 ~m~2
on the approved plan. Begin site construction.
4. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch denuded areas within
fifteen (15) days of completion of any phase of construction. O~pW ~aZQ
5. When construction of site is completed call for site inspection and approval to remove temporary measures. J_ ~ ~
Q ~
6. Install permanent erosion control measures per approved plans. ~ N ~ N
7. Remove all silt from sediment basin, finalize bioretention basin grading and install required soil media, underdrains, and outlet control structure.
Power wash retaining walls to remove collected silt.
8. When vegetation has become established, call for a final site inspection by the Environmental Engineer and obtain certification of completion.
Min nn Pln a to a ce a NOTE: ALL PARTIALLY COMPLETED STORM DRAINS o
SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE ~J p v
1. All erosion and sediment control practices will be checked for stability and operation following every run-off producing rainfall event DETAILS. STEEL FENCE Z N ~ W I M ~rEE~ EENCE m _ m
and at a minimum not less than once a week. Any needed maintenance or repairs will be made immediately. POST ~TYPa~ 'OST (TYP.1 J ~ w
UPSTREAM ENL OF p ~ ~ U STORM DRAIN
2. All devices will be cleaned of sediment once 50% of the capacity of the device is reached. OVERFLOW ~ V) d
3. All sediment will be removed from in front of all sediment fence once it becomes about 0.5 ft. deep at fence. a Z~~x 2 li w /Q,°ZLL
4. All seeded areas will be fertilized, reseeded as necessary, and mulched according to the vegetative plan to maintain a vigorous, dense cover.
• ' I/3 PIPE ~ U z J d _ a O • a • • oInMETER ~
.,da Z WNNN a 4 I
inN onstruct o otes P ~ M a H~~~ ~ ~ a Y J W Z N
WASHED STONE FILTER A~Ress P~PL ~N~ET m' ~ W _ I J .a. a' 'a ~ ~ a r
W _ Z a - _ ~ ~ w w
1. All construction and re airs shall conform to the Plans Standards and S ecifications for the Cit of Ralei h. p ~ p Y 9
2. In the event of any discrepancies in specifications, the more stringent will govern. ~1 D - ~n ~ Z U III w ~avENII~RIEIIII III III II III ~ 0 l 1 ~ l II- W w
3. The Plans and Plan Details shall take precedence over the City of Raleigh. BURY BOTTOM of Wo~EN WARE 1
4. The Contractor will be responsible for notifying all utility owners prior to construction and responsible for verifying vertical locations. ~D
The utility locations shown are approximate only. There may be utilities present which have not been shown.
5. The contractor shall contact NC one call 48 hours minimum, prior to any digging operations (1-800-632-4949) MAINTENANCE
INSPECT TEMPORARY PIPE INLET PROTECTION AT LEAST WEEKLY AND EKLY AND
AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE ANY ACCUMULATED SEDIMENT AND DEBRIS WHICH COULD CAUSE CLOGGING ;LOGGING
I n OR FAILURE AND RESTORE ANY DAMAGED COMPONENTS TO ITS ORIGINAL ee STATE. PLACE THE SEDIMENT THAT WAS REMOVED IN A DESIGNATED ITS ORIGINAL dGNATED
DISPOSAL AREA AND REPLACE ANY SEDIMENT LADEN GRAVEL. L.
Seedbed Preparation:
1. Chisel compacted areas and spread topsoil three inches deep over adverse soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots, and other obstructions leaving surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see mixture). PPE ~ ~ E T ~ R ~ T E ~ T ~ ~ ~ ST OR (VilOUER VII RE ORD STORE?
5. Continue tillage until a well pulverized, firm reasonably uniform seedbed is prepared four to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding. NOTES: NOTES:
7. Mulch immediately after seeding and anchor mulch. 1. INSTALLTOP OF BALL2"ABOVE FINISH GRADE 1. PLANT ROOT BALL 2"ABOVE FINISHED GRADE AS SHOWN
8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, If pOSSlble. 2. REMOVE ALL STRAPPING AND THE TOP7J30FWIRE ° WIRE BASKETAND BURLAP FROM ROOT BALL 2. SCARIFYAND BUTTERFLY ROOTS OFANY ROOT
If stand should be over 60 damaged, reestablish following the original lime, ferflllZer and Seeding rates. PRIOR TO BACKFILLING PLANTING PIT BOUND CONTAINER MATERIAL BEFORE PLANTING W
9. Consult Conservation Ins ector on maintenance treatment and fertilization after 3. SOAK ROOT BALLAND PLANT PIT IMMEDIATELYAFTER 3. IF BALLEDAND BURLAPPED REMOVE BURLAP AND
P INSTALLATION permanent COVer IS established. 4. 3" SAUCER WILL BE OUTSIDE OF BACKFILL. TWINE FROM TOP 112 OF ROOT BALL L
°°I °p° ° ° , 4. EXCAVATED PIT-MINIMUM6"WIDER ON ALL rZ
* Apply: Agricultural Limestone - 2 tonslacre 5. MULCH IMMEDIATELY WITH 4" OF SUITABLE MULCH Fertilizer -10-10-10 analysis at 800 -1000 Ibs/acre ° p° oJ° po ° o °~p ALL SIDES THAN ROOT BALL DIA. W
Superphosphate - 500 Ibslacre of 20% analysis superphosphate
Mulch - 2 tone (approximately 80 bales) small grain straw/acre °o°o~ ° p oo° ° 5. SCARIFY VERTICAL SIDES o~~ °o°o°°° pJD O8, ° o p D
Anchor -Tack with liquid Asphalt at 400 gal/acre or Emulsified po p o p o po o o Z In o o~o o \po p ~ °po popo ° ° `
Asphalt at 300 gal/acre. ° 0 0 ~ p " O
TOP OF ROOT BALL TO p ° p ° ° , ° p °op W J (4 °o o\ ~ D° p p\p° p o p o° °,p p 3" HT. SAUCER
Mixture BE 2"ABOVE FINISH GRADE p °o o , po° o ~ = N 0 0 o Z 2 V
Agricultural Limestone 2 tonslacre (3 tonslacre in clay soils) ° o MULCH AS SPECIFIED ON PLANS. o ~ Z
4" LAYER OFMULCH- NO Fertilizer 1,000 Ibs/acre -10-10-10 MORE THAN 4"TOUCHING
TRUNK. FINISH GRADE J ~ _
Superphosphate 500 Ibslacre - 20% analysis 3"HIGH WATER BERM PLANTING MIX 0 JTING MIX I' I ~
Mulch 2 tonslacre -small grain straw (AS SPECIFIED) iPECIFIED) _ -I ~ EXISTING SOIL W Z W
Anchor Asphalt Emulsion at 300 gals/acre FINISH GRADE -III-= ~ I , _ = 11 = N a
~ I I - Trr - ~ cv ~
- - - - Seeding Schedule REMOVE TOP 113 OF BURLAP,
ANDANYNAILSlPINS,ETC. I - - ~ - s - - - - - - - - ,
ForShoulders, Side Ditches, Slopes (MaX3:1): REMOVE TOP2I30FWIREBASKET - - - - - - - m
WHERE PRESENT - - - Date T e Plantin Rate - - Yp g - - - -
UNDISTURBEDSOIL LINE - - - - - -
Au 15 -Nov 1 Tall Fescue 300 Ibslacre (IF SOIL HAS BEEN PREVIOUSLY - _ _ _ _ _ g DI T RBED FIRM IL NDER ~ I SU SOU I----I-III
Nov 1-Mar 1 Tall Fescue & Abruzzi Rye 300 Ibslacre ROOT BALL) - - -
Mar 1-Apr 15 Tall Fescue 300 Ibslacre
Apr 15-Jun 30 Hulled Common Bermudagrass 25 Ibslacre _ P~ANTIf~G DETAIL TREE P~A~ITING DETAIL-SHRUB
Jul 1-Aug 15 Tall Fescue AND Browntop Millet 1251bslacre (Tall Fescue); 35 Ibs/acre
or Sorghum-Sudan Hybrids*''* (Browntop Millet); 30 Ibs/acre (Sorghum-Sudan Hybrids) ~z
z~ o~
w
For Shoulders, Side Ditches, Slopes (3:1 to 2:1): o
Date Type Planting Rate W
Mar 1-Jun 1 Sericea Lespetleza (scarified) 50 Ibs/acre (Sericea Lespetleza); 0
and use the following combinations:
0
Mar 1-Apr 15 Atltl Tall Fescue 120 Ibslacre DATE. 06-09-08
Mar 1-Jun 30 Or add Weeping Love grass 10 Ibslacre DRAWN BY: CHECKED 8Y: PCP DBS
Mar 1-Jun 30 Or add Hulled Common FILE NAMEa Trailwood_Psh_notes
JOB NUMBER:
Bermudagrass 25 Ibslacre 107.049,001
Jun 1-Sept 1 Tall Fescue AND Browntop Mullet 120 Ibs/acre (Tall Fescue); 35 Iblacre
DETAIL
or Sorghum-Sudan Hybrids*** (Browntop Mullet); 30 Ibs/acre (Sorghum-Sudan Hybrids) SHEET
Sept 1-Mar 1 Sericea Lespetleza (unhulled - 70 Ibs/acre (Seriecea Lespetleza);
unscarifietl) AND Tall Fescue 120 Ibs/acre (Tall Fescue)
Nov 1-Mar 1 AND Abruzzi Rye 25 Ibs/acre PRELIMINARY PLANS
SHEET goo
NOT FOR CONSTRUCTION
Consult the Soil Conservation Service for additional information concerning other alternatives for vegetation of denuded areas.
The above vegetation rates are those which do well under local conditions; other seeding rate combinations are possible. ETAILS DATE PRINTED 11-13-08
TEMPORARY: Reseed according to optimum season for desired permanent vegetation. Do not allow temporary cover to grow
TRANSMITTED BY TranSite Consult. Engrs. C 8.2
over 12" in height before mowing, otherwise fescue may be shaded out.
© THIS DRAWING IS A COPYRIGHT OF TRANSITE CONSULTING ENGINEERS, INC., NC, 2008. PLOT DATES 06-13-08

l`'~ ,rte
~ ~ ~ ~ ; ~ n A
g ~
~ ~ ( ~ ~ f f4 ~ a~
V
L£I -U ~ 26 , 3~ -U ..y -tJ ~ y~ }J
i
~ , .I ? i $ ~ ~ i , ~ ~ ~ ~ ~
~ 8 I ~ ~
~ ~ ~ i ~ ~
I I E
_ , ~ _ k.
',i ~ i': ~ ~ ~ a ~ I - ~
~,J ! . E " ~ 1 ~ ~ I p i ! ~ _
~;1 I , , ~ 1 i j i'
I I i I ! I ~ ~
~ ~ ~ ~ t'
~ k~~ 1 ~ ~ ~
! ~ ~ ~ ~ ~ ~ ~
z ~i i k tai f } l tiY j 3 ~
s i i ~ 3
k ;I ~ i ~ ~ ~ ~ ~ $ ~ ~ 1
~ i i 1
'~j 20-0' ; ~ I ~ ? ~ ~ ~
~ ~ y ~ ~ ~ ~ I
F ~ ~ ! ~ _S - ~ - - - ~ f ~ ' ~ ~
i ,i f ~ y i ~ n ~ ~
~ E ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ f ~ ~ I3um~aSf~r UUfs { ~
E i s ~ o ~ i
i a E f 1 ~ I
e~ ~ ~ ~ ~
~ I c~ ~ #
i < ; ~ j i ~ tV
~ ~ ~ ~1 i 1 ~
- - - ~ ~
3 ~ ~G ~ F
~ j ~ ~ ~ ~ r I 3 ~XIT° 1 i
i ~ 3 ~ f ' p ~
1 1 ~ ~ ~ { t +232.75 ~9 ~ r
~ ~ ~ ~ 'j ~ ~ ~ ~ ~ ~ ~
' ~ i ~ { ~ , o {
a f .~,F
~ ~ ~ } ~ ! ~
i ~ ~ € ~
~ } 1 ~ ~ ~ ~ ~
~1 ~ ~ ~ , 4 ~ ~ ~ ~
k,
i i ( ~ ~ j
k~h ~ a ts. 4~ 1 ~ ~4 ~ }fit t i
'y 4 1 t. ~i
~we ~ ~ a '6 1 ~ ~
~ r ~ ~ ~
~ E ~
.~°'a ~ i ~ ~
~ ~
E ~ g r'~. ~ ~
~ -~f - -
,V 5 S I t i y`
1 ~ qyq qs, Y-Q" _ t ~ i F 1~ "a 9 ~ ~ i ~ ~ ~
i ~ ~ O3 'H L~JL.(J { ! ~ i n ~ E ~ ~ ~ fefy~
{ ~ ~ 4Yr T - t t~ ~ ~ ~ ~ ,j` ~ , , ~ ~ ~ ( ~'3. I & ' E ~ V 0 ` I
~ ~ i ~ ~ C? I ~ itt 1 ~ ~ ~ € ~ ~ i m
~ f 3 r y r ~ ~ ~
~ ~ ~ , 4 i ~ a~
1~~ ( ~ ~ ~ ° a r~
i ~ 1 1 \ ~ ~ ~ tL ~ o
~ ~ 4,
*~g.. j / I ~ ~ co~ ~ ~
~ ! I i ` i i ~ ~
~ ~ i ! i I ~ ~
~ i ~ ~ i j I~ Z, j f ~ i
I ~ ~ ~ i j ~
1 ~ ~ ~ ~ ~ 3 ~ t ~ ' ~ ~ ~ ~ ~ u7 a
;l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ =o ~ ~
. ~ ~ ~ 3 ~
412,4 _ "~~ti?.,~ ~ ~ ~ ~ I 1 i i~
~ ,
1 ; ~ ~ j Elevator ~ Janitor - ~ , ~ ~
o J, f ! Eq~ipn3 , ~ ~ e &3 ~ ~ ~a
i i ~ f j ~ € rasA a~
I f _ ~ I ~ ' ? ffi~
~ , ~ ~ N ~ ± c
1 F ~ itt f i T 12.3 i I ~ ~ ~ ~ ~ ~
~
i f ~I
i i I 4 ~ ~ ~i ~ ~ ~
~ I ~ ! ~ ~ i
I , -~-~---------.~.------Ew#'~ ~'±c--~-~-~'~~ ~ - _ - g
` 'am
~ t r f ( ~
j ~ r~ I 1 ~n a
a ~ , j ~~}}CC G } ~ °m LV9'sT~~ ~ ~
I i j ~ E i 4 4 ~ LL w
f
12. - ,f""',"~} 1 Lnr~~r Levu P~rltxr~r~ ~~c#c i ry f d~9 ~~^s T F..
~j~ sjJ ~t_y{
¢ F~f/Y
ra ~ ~ e~ ~ ~ ~ ~ ~ ¦ ~ ~ ~~3T F4~R
FKUUKtZjZ5 HKIN I CONSTRUCTION
NOV 11, 2008 D-1

~ ~
~ ~ ~ ~ ~ SCI ~ ~F~
~ ~S, ~R 1
d ~ ~ ~ ~M Y
1 z ~ f t4 1 ~ ~
3
4 y~1} € 1 N ~t (~li [ {~Ii ~i~Ft
~ {
j} 4 I ~ ~ 'r E i ~ ~
~ I ~ ~ ( ~ I
! ~ ~ ~ t 1 , ! E E ~ w
a E ~ ~ ~ .J ~ ~
i ~
V 1 { ~ ~ I I
I~ }
i I I ~ ~ ~ ' ~
~I € I 3 E _
( I
~ I i ~ I ' ~ w
I I 9 ~.ir~ ~ ~ ~cr~9 x o ~ ~
t J
1 I ~
~ 3 ~ ~ I s
J ~ i { ~ i ~ =
1 ~ ~ i ~ ° ~ ~
1 i i i ~ 1 , ! ~ ~
I I
i~ t i i E ~ ~ ~
I ~ ~ 3 i ~ K
~ 1 I l ~
I 1 v It
~ I ! i I i ~ ~ s ' O 3
{ ~ ~ ~4yt A r
3 ~ ~ ~ r - ~ k p ~ { ~
1 ~ r ~ E I 3 f f
I f ; ~ i ~ ~ , 1 ~ r
..:~r - ~ : ~ fit. ~ ~
~ ~ ~ ~ ~ t ~ d~ri ~ E
I r E ~ t } V~
I I ~ , I ~ ~
I j , ~ 1 ~r I
i ! ~ ~ 4 ~ ,
i ~ i ~ r~ 9
E `'t s~.L'' i,y kk S :,sue ;5,~ ,~+.ti . l~ ( q! ~ § ~ ~ ~
~ 'i~'~', k ~
E ~ }
9 ~y k ' I I I ( f, ~ ~ ~ ~ ~i
1 ~ i 4 ~ !
~ ~ t' t i ~ ~ i
I ~E~~~ ~ E N ~ t~3
~ ~ s I ~ C7 iV '
~ ~ ~ f ~ ~ 1 9
I i I } '`v ' ~ u ~ P ~ ~ I
1 i r g §
t . i ~ ~
I ~ ~ ~ ~ I I 1
E II I i
i 5 - - - - - -
~ ( ~ ~ ~ t
ca I ~ ~ l ~ ~ ~ r ~ ~ ~ ~ l ~ _ ~
_ _ ~ , .z I l
-I -!d' ~ a o-oc I ; ~ ~ r ~ _'_i ~ 9 ~i [ ~ ;i~ l 'd _ t~,,ry.y ~ ~ 1 ~ ~ ~ f ~ ~ ~ ~ ~ ~ 3 n
1t"f746.5" I ~'`~'4'~.'''~, ~ ~ z ~ r. ~ ~ R
t ~ ~ ~+,~k.., h `~c ~ ~ ~ i 1 r ~ E f' ~ ~ I c i ~ ~ ~
~ ~ ;
~ ~ ~ . ; i ~ 6 ~ ~ L
1 ~i ~ r ~ E O (E ~ ~s C_r~ E~ C8 ~
pk ~
I ~ ~ ~ ~ ~ ~y~; ~ , ~
~ro~@,1 ~ ~ ~ m ~ ~ ~ i c a
s ~m
~ ~ ~ l f ~ ~ ~ I ~ ~ ! ~ ~
6 ~ ~ o ~ ~ r3 ~ ~ a~
x i 3 ~ ~ 3
t ° ~ # i ~ ~ i E ! ~ ~ ~ =
~ , ~ I , ~ ~
_ X12.4 ~ ti~~- - 1 I i { _ _ ~ °k
~ R i ~ i ~ ~ F a
t f - ~ ~ E. f a ffi - t) ~
M k ~ t ~ ~ _ Q ~ ~ a ~ € ~ tY i33 ~ `a
_ _ ~ ~ ~ i, •`'3 ~ 6
CEASE ARE1~
~ ( ~ 1 ~r r`te` 10$4 S.E. 12.3 ~ i I ( i ~ ~ F~ ~ _m # ~ ? I
( I _ ! } y ~g
.k ! I ~ ° ~ ~g
~ t ~ ~ ~ ! E a
f ~ ~ ~ t ' ~ d` n a ~ ~ ~ _ r ~
I ._._._._.___.T._~_._.,._._._.,._._.___._._._._._._._._._..,~._~~~~ ~Q
12. - _ ~ b ~
( f ~ c~ I ~o ~ E~
f ~ f 1 ~ n oa g~ ~4
Q j ~ ~ m ~m ~[a ~ ~ ~ ~m n
~ ~ ~P
i
12. - - _ 1 Entry Level Par~~n~ aee6c
~ J
f 1 ~~t~e 118`° i 11~~~I
I ¦ ~
1
FKUUKtZ5Z5 FKIN I ~g„s°~CnoN
AA
NOV 11 , 2008 p-2

~ r--. r-r.. R
~ ~ ~ ~ K
~ ~
~ ~ ! ~ I
~ ~ 3 ~ ~ ~ ~
rjtFs'~n 2e g+as J~f'Un 3;'il~ i G 'CJ .7
4
I 1 V
#I ~ ~ ~ ~
i I I ! 9
~ I ~ y ° ! ;f #
f ~ ~ ~ # i j ~ ~
i _ ~
} t [L
k 3 i ~ ~
4 1 gg ! ~ ~ ~
E 6 ~ ~ 1
I ~ 1 I 3 ~ ~ ~
i t 3 ~
I LV~~16 } LU'47 I , 4 ~ t
3 [ ~ 4
{ ~ I P ~i Y § ~ 4 ~ ~
t ' j 4 ° k Y e ( ~ ~
E ~ i 1
~ 1 E E S ~ ~ ~ # ~ s ~ j~
} ~ 3 ~ ~ t: i E f E
! I ~ r-----~- - - ~ ~ ~ (f ' i ~ ~ ~ ~ ~ S..
Y J ~ ~
I
I ~ i j ~ E ~ ~ ~
{ { ~ i ti f ~ I s
~ ~ ~ o f ~
E e ' C
i ~ ~ 6 ~ ~ ~
~ ( ~ ~ r
- - - ._.~.u i' - - - - ~ _.~yy ~
~ ~ ~ F ~ y € ~ ~ / ~ ~L. F b d f
~ 2Q`-~' ~ J ~ ~ i I
~ b j ~ I i % I ~ f!}o~s~ 1 ~ ~ - r
i ~ ~ e gg +254.40 I ~ ~ [ ~t~~rE2 t e- d
~ 1' o { ~
I ~ ~ ~
I j ( ~t
1 ~ k( T ~ ~ i I r ~ ~ ~ ~ ~a ~ ~
~ tt S
[ = 3 i 1 I i ~ I r
I I i e ~ I ! ~ t ~ ~ r 4 s
I 5~ 'y 4 'e '4 1 . ~'h t / ~ ~ ~ ~ ~s ~ i ~ i.
t k k ~ ~ 4 0,, y't~ k ~'i, Rs 'q~~ b s ~ ~ k* 5,y~S I 'o S qy is'S `k 't t'y 4~ 's t's. M1~~ t°3LL t I ~ R 4 "lus'4~ tk~ ~ 4 ~4 i 1A' l ~
~ ~ ~ } t ~ ~ ~
~ I ~ ~
I ~ , ~ r I ~
( ~ ' ~ 's
~ r I ~5~ ; E ~ ~
~ I ` ~ I 1 E ~ ~ e
I ~..a ~ ~ ~ ~r
~i ~ ~
~ t y 4 ° fib' ~ ~ ,f
~ ~ 9aEr ~ ~ I ~ i ~ ~ & ~ ~ ' ~
ti ~ s r ~G~ { ~ ~ ~ ~ ( ~ ~
~ ~ ~ t ~ ~ ~ ~ ~ , ~ ~ ~ ~ w
i, ; ~ 1 F
E. [J ~ ~ ~ I ~ ~ ~ g e
~ I `
~ I `~;M E
I L ~
6 ~ w ~ 1 f ~
~ ~ ~ ~ Q J j 1 ~ ~ ~ r ~ ~4
~~k ~ 2 ~ ~ 3 ~ ~
a z r $ ~ ~ ~ ~ e R ~ ~ ~
~ ( ~ ~ r ~ ~ ~ , i ~ F i ~ r ~ ! ~ ~ ~ ~ ~ ~ Y~
~ I ~ ! ~ ~ ~ ~ ~ z € Y
i ~ I t
r`"~ ~ ! ~ ~ Y ~3 ~ ~ ~
~2.~ _ ti ~ ~ ~ r ~ ~ f ~ 3 ~ sus ~ ( j ~ r ~ ~ ill `a fl 7 ' s i ~ X43 g§
~ E _i ~ E ,
~ t 3 m C
- - - I ~ __._.,.-'-~---•`~.--_i""'---~`€-~' 1. 1~..~ r(" `03
4 i' J(l~yl" }l R 7}j II G
~ ~ ~ ~ ~ ~ I ~
~ ~ a~
t I 92.3 ~ E _ ~ ~ ~
. _ ~ ~ 1 1 ~ I ~ ~ ~ ~ 1 n~
( ~ ¢ ~ ~ ~a ! _ ~
I x o ~ ~t ~ I ~ .r"t, a m
- I I ~ ~ - - ~.J, u
. ---~---~------___-~v-----_~1~
92. , - _ _ I J~ a„ti
~ - up i i I ~ ~ r I ~ ~ ~ ~ ~ r a
i ~ I I ~ L1 ~ a
a i r E ~ ` ~ ~ 9 ~ r ii ~4 - [ 3 ~ ~
k ~ I ' t ~ ~
17
Project Number 0709
Drawn By: It
1 ~ Date, 11 Nov 2008
Upper Levu Parking [deck
I?-3 Scale: 1/6' =I '-0-
CONSTRUCTION
PROGRESS PRINT NOT FOR
NOV 11 , 2008 D-3

( ~ a
L 4 ~ r. ~ ~ `
~ ~ ~
I ' l ~ '-`~r
~syy~~yyf v rryy ~ ~rf~ ` a r s~g at ~~yy e j'~u GU~ L~-U J~-U 4 a7~-t~.~
~ !
1 ~ n
v j
i ~ i ~ , ~ ~
~ E I I
l ~ i a ~ ~ ~ c
- - _ - f--- - - - - ---j - _ I~
~:J ~ ~ ~ ~
l ~ r
j F ~ [
I j I 1
j E ~ ~ ! € ~ ~
I ~ 1 ~ ~
l ~ 6 I I ~
f 3 i ~ ~
I ! ~ I ~ ~
I ~ ! ~
I i` 1 F
i t iii f ~ ~
t ~ t ~ _
i ~ ~ ~ r ~
i ~ a-
} ~ t ~ I ~ i 3 {}F 9 M' 11 I , ~ t
~ ~ ~ ~
4
} i i r t ~ _ ~ ~ ~
! I E J { 7 I { 1 z ~ ~ t ~
@. [ ~ , ~ ~ 3 s
~ ~ ~ ~
~ i I
` ~ i i (t
# a
;f I 3 ~ I 9~ 4
j
I I
1 ~ ~ d
I ~ ~
~ ~ ~ I E ~ ~
~ s 1 ! ~ i!
1 ~ ~ 3 ~ k^.3 a
~ ~ ~ ~ p f ~ a ~ ~ ~ r
f ~ S_ t ~ ~ I ~ ~ ~
~ A ` ~ ~ ~ a r_ ~ ~ i
S ~ ~ ~ y- z
1 ~ ~ s ~ _ ~ i ' i ~ t \ ~ ~ ~
~ ~ ~ 3 ! i s ' r 3
~ i ~ ~ z ~ ~ 3 3
~ i ( ~ ~ _ ~ ~ ~ g3
~ i ~ ff~ I 9 ~ I ~ ~ I
i ~ k ~ L3 ~ : ~ s
I ~
i ~ 1 I~ r--------------'-'-~-~-E - - - -v----~- - - - - - - - -
~ ~ t 3 k E l E 7 _ ~ ~ T I 4.~~ ~~'~~~EJ~[ ~ i~i p ~
_ ~ ~ I ~ _ z f v ~
e- (~,y f ~ ~ I I ~ x i ~ , ~ 3
~ ~ ~
~ , ~~~3~ 4 ~ ~ ygyg{ i ~ a i ~ ~
E Y i Y E ~ ~ 9 ~ ~ ~ 4 ~ 7 I
d, ~ c
~ ~ ~ ~i 1 I s ~ i ~ I, ~ ~ ~ ~
~ i I I ~ ~ ~ ` ~ ~a i ~ j I ' ~ L3 ti
~ i 1 ~ o~ ~ t~! a ~ s ~ ~ ~
E r ~ I
R y ~ a I I i ~ C~3 ~ C8 ~
E ~ j ~ ~ e C
~ j ~ { i ~ € x i ~ i ~ z ~ ~
~ ~ I 4 ~ ~ ~ p~ I 4 ~ ~ ~ ~ 5 ~
( I I k~ is ~ ~ ~ ~ ~
g } ~ ~ 1 ~ ~ ~ ~ ~
l ( ~ ~ t`'"~1 ~ ~ ~ ~ a i ~ ~ ~ ~ i {J
92.4 ~ : ~ - - - -I-~- ~ ~ I ~ ~ t~_~ ~ u. _ ~ 4' f- fA af2
i 8.. - - _ { ~ 4 : jj ~
~ ' ' f ~ ~ ~ sp
t~- ...J l~ y £ s gy T 3~ @.` y~f iL .vas y~y
_ ~ ~ ~ ~ ~
~ Ge~en R~# p F ~ 3 a3 ~{t ~ i
~ ~ i i Y 6~ f ? 4i b (
~ ~ ~ t
_ + t L 1 ~ ~ ~ ~ ~ ~ ff ID tl
~ ~ 4`~ 3 ~ ~ ~ ~ i ~ ~ ~ ~ ~ i ~ ~
o ~ ~
ai ~ # 1 ~ f j 1 E ! ~ f Y u`m
~ ` ~ ~
~ ~ 3 ~a J ~ ID
~ ~ j 3 + f a ! i 3'
I ~ m; s~
6 ~ # ! i8 { ~ Y =ffi +yCO~n ~ Asa
t SS..tt33 ~ ~
~4f5E?f1 ~0 $~ItJtN ~ ~ ~ 1
12. First Floor Office Project Nwnber 0709
t 4 Scale. 118" -1 `-Q"
f 2008
2 }
9
PROGRESS PRINT Drawn By: ~l CONSTRUCTION
NOV 11 , 2008 p-4

f t ~ g{t
~ ~ ~ ~ ~ ~ ~ 3
i \ ! E' ~ ~ ~ i ~ ~
~ ~ ~ o~ 199
i p 35'--fl" 3 26'--" ~ ~ ' ~ ~
s
~ ~ ~ ~
f ~ ~ ~ ~
{ ~ Ifi =
.t ! ~ i I ~ ~ I ~ ~ j ~ P ~
~j ~ 3
._._~...~_~.4.~.
~t ~ b ~
i ~ ~ ! ~ ~ ~ I ~ ~
i I, f11 ~ ~ € ~ ! { ~ n
i ~ ~ I E I 9 's t _ ~ i - ~ ~ ' i 8
~ I i { T ~ + s~ I ~ j
~ I ~ f 1 ( ~ 4 ~ ~
j i I I ~ ~ F r
I f ~ I I i cv ? 6
# [ i I I
! I I ~ ~ ~ ~
~ i I ~ ~ ' ~ ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~ ,
~ ~ I I ~ ~ s
I ~ ~ ~ I ~ ~ ~ ~
~ ! I { I ~ I F k 1 4 ~ } ~
I I i ;
i I ~ ~ ' ~
R E i
E ~ ~ ~ ~ ~ ~
4 I s I ~ a ~
` t k~ 6
pp E 1 !
~ ~ t ~ f
1 ~ P'~-` { s
I i _ ~i
~ ~ ~ ~ { f ¢ 27~,~ ~
I ~ ~ ~ ~ ~ ~ ~ i. ~ ! a
~ ~ ~ ~ ' ~ 3 E ~ $ l~~ f
~ ~ s j
~ , ~ ~ { ~ - _ _
~ E ~ ~ -
} ~ I j ~ ~ E 4~ I ~ I ~ i
9iE Y ft
i E ~ t ~ ~ ~ j~ ai E
f ~ p I 1 ~ I ~ ~ ~a
~ ~ i--- i - l- ~ I ~
-tY Y4l3Yf~fY 3 ~ t ~ ~ ~ _ I
~ ~ - i ~ r_ ~ I r~
I
I { ; ~ f ~ 1 ~ I ~ ! ~
1 ~ , I # ~ ~ ~ i ~
I i ~ ~i ~ ~ I
I _
~ I i } I ° i ; I
I ti; `n 4 { I I ~ ~ (
( l~_. - - - ~ ~ r ~~1 ~ ~ 4 ~
tv ~ I - i ~
~ ~ I i t ~ ~ 1 i ( ~
ar i='~" ~ ~ E ~ ~ ~ ~ ~~ii' + ~ ~ ? ~ i ~ ~ ~
~ ~ ~ f ~ ~ ~ ~ R ~ ~ , U
k ~ ~ ~
i~ ~ ~ E ~t i I ~ ~
~ ~ ~ I I ~ `yes ~ ~ ~ & e ~ ~+U
. i ~ ~ ~ ~ ~ ~ i { ~ i ~ ~ _Q 4.3 si
{ 1 ~ ~ a~
L
~ ~ ~ ~ a I E L @ ~a i ; ~ ~ ~ ~ ~ ~ ~ ~
~ ~ j f ~
1 ! ! I i ~
~ I j ~ CS. ~ ,a
1 ~ s j ~l~~.Q ~ ~ ~ ~ ~ ~ ~ ~ =s 3* ~
~ ! I I i ! [ ~ L€€ ~ #3
~ ~ ~ I ~ ~ i ~ 3~ ~ ~tL
12.4 - ~ - _ _ " - - - - - I ~ I
~ - ~ (8 - - - - ! I I ~ ~
~ ~ _ _ r L ~ a~
c ! d
?t f k ~
~ ~ ? k ~ ~ ~ I ar~
~ ~ ~ ~ ~ t o~ f!- ~a N r @~
~ ~ i ~ ~ ° 3 a~
12.3 _ ; I 9 e # ~ SL V ~ ~ an
1 ~ i a € >i 4 04 ~ i ~ 4 ! ~ ~s 0 ~ p §
Q L I o ~ ~
W i Open to Below ~ I i I P { u
I ~ ~ ffi~ - - _ - - - - - - - - F k-~ - --v~ j
12. . ~m
I ~
I I I 9 ~ am 5~
f ( j i m mm r ~3 m
~ s ~ I a~
Tt
Second Floor Office - O t7-5 Scale. /9' = 1'-9' Projed Number 0709
PRINT Drawn By: tjl ~ PROGRESS
CONSTRUCTION
NOV 11 , 2008 D-5

~ _
. ~
W
t"
r ~ t2 ~ ~6
[ ,
I !g ~ ! E
i t
! S E i
t v i {1 ~ 0 I
3 E f i ~ ,
I ~ i 3
i ~ I i 3
1 ~ ~ 3
EE ~ u x pin
1 k y i d
! E T------------------- 1 ~
! ~
~ ~ a ~ .r ~
f.r 3
~ s ~
~ r ~ ~ f ~ r ~ r
~ r ~ t
~ ~ C fir g~f
.c_----------------- r ~ 3{l3,(#
1 E a a s P ~ s ~ a } ~ ~
.r'`~ ~ g
'r ~ i i,: l ~ ~
~ ~ - ~ iv ~
~ # ~ ~ ~'y6 r ~
a
~ _ ~ : xi ~ --->~m-~ - ------_y----
i.
fE r ~E ~ ~ ~
~ 4 ~ {k ~ ~y yy
i ~ n - ~a ~4 V ~
t~ ~ ~ t
~ R
t ~ 1 _ d~
I E I ~ ~ ~ ~ ~ ~ ~ ~T ~C 4~1CB
1 I i ~ o.. i
~ ~
~ ~
I ~ ~ 1 s
~ r 3 i i i } r X, ~ j~
I ~ ~ ~ ~ - ~ ~
J '9~l r~F. ~~S ~ ~ ~ _ _ 3 j~2 ~ B ` OY\ []YSN M99
,rye _ _ _ _ f ar~ , ~ ~ ~ d ~ g 4R C ~.VV ;{1 ~ C
s ~ ~
~.A! . 1,f ,rPP ,.ffp~f ~j ~dt p+/ ~{'ad' "Jf J, t I
,r. ' IF' d.. r 3 J "f r. .(~'I ~ ~
dr A i dr t~ ~ a taper v~9 par~~g ~ ~ ~ ~ s
. ,!a ,l. ¢ ~ asst s ~ g
z ~ E ( -
I € ~ i I ~
j } ~ I I q I ,r~3fr,. l1y{ ~ i - r ~ ~ T iS ! ~ 9~
~ ~ ~ J ~i~t. ~T
f. x ~ ° ti ~ s ~R~[tCe parking ~ ~ ~
~ ~ O ~ ~ ~ ~
f t F 1 ~ ~ ~u. a~
3 f I f l t~ I 1 P 1 I 1 ~ ~ ~r
l I t i d d 1 ~ I t I C E k d 1~ 1 a mp ~ ~ ~ m
i ( i d I ~i 1!i t~r
1 d d 1 d e ! ~ 1 d d ~ ~ ~Q
E~ ~ t I d~ d f~E d d ~.er ~v ping
+ 232,7 s
~a
~ 4 C0. 3~
4~ ~`qffi
~ ~c~~a Nips Dr~rre E~evati~n

~Q ~m
M~ s;
m° ~L Y4
b g0 ~p ~r se
~e
@@yy,,,, y~7~
ialii~t~ itf 477
ume: ii nw euw
NOV 11 ~ 2008 NOT FOR
CONSTRUCTION
u~~

~.t.I
J
r--~,,
~ ~ ~ C~ ~
F i ~ .,ter ~
g' ~ ~
~ I ~ # ~ I r ~ ! ~
i i ~ ~ ~
1 ~ i i 7 ~ , i ~ ~ ~ ~
~ r ~
~ I r ~ g
~ ~ i I, I y
{ ~ I [ ~ ~ t'1, f ~ Y
} i I~ i
i ~ ~ E
I ! ~ ~ a 3
? ~ I ~ ~ l ~ ~ s#r rrsr~f
~ ~ s
' I j ~ ~ }
~i ~ ~ ~ . ~ 1` ~ ~ i i $ €
x ~ ~ s ~ ~ ~ ~ ~ C ~ I z § F ~ i ~ ~
~ a` ~s } ? ~ I
~ ~ j ~ ~ E ~ I E
j ~ ~ } j ~i
~ ( ~ t -i-- - 1 ~ - - - - - -
~ ~ 1 ~ _ ~ jY ~ EEC ~
1 g1 fr t p
3
r ~ ~ ~
4 ~ ~ s
t j Ep f E g t ~ i }
~ 3 i k
t 1____ _ _ ° Ct~
1 # 273,E f ~ vip ¢
E I ~
f i
S i ff S t ~ ~ ~ ~
I ~ ~ ~ r
s ~ +265, ~ ~ ~ ~
E ~ ~ ~ ~
E f. I ~ 4~
l~~f
~ ~ ~ 1 i r ~ 1 ~ ~ ~ a E ~ ~ ~2
I 1 ~ ~ ~ 3 ; User ~~e~ ~ ~ ~ ffi
9--- ~ I ~
~ l i ~ C tl ~ s' ~ s E ~ g~
~ 1 9 ~ 'I ~ ~ ~
;c„ ~s I ~ ~ ! ~ :n _ I ~ ~ ~g
~ ' r ~ - as
~ ° ~ a~
~
F i`i ------------------------~~--E-~r~e~ret q~ ~ # g +243 ~ ~
I l f 4 d ~ i ~ ~
{ ~ g € t~~ ~~~id
I E l s "~~II ~ m Q ~ ~ { ~ ~ m
~ 3 ~ g ~ ~ ~ m { ra ~ ~ ~
F ; # € ~ t ~ ~ ~ sv ~ = s
~ 232.75
~m ~
~fl
~
Ns
a ~I
~E ~o a~
~`a gh Q~
6G L C ~ C
ffiC ~0
D D 4.p.
1 E~B16a#I(N'1 LBc~dCPilfi~ ~~c~C~ w
V~f ~~L. ~~~51 s ~4t(y1F
¦
JP% 0 A%"& AV% NOT FOR
NOV 11 CONSTRUCTION 72 ub D~7

_
Q
~
~ ~ ~ , ,~f ~ w ~ s ~ ~
~ ~
I ? ~ ~ i _ ~ ~
~ ~ ~
~ ~ i I i ~ ~ ~
! ~ j ~ } I i P
! ~ 1 ~ ~ I ~ ~ ~ ~
~ ; ~ i
[ ~ ~ a ~ ~ y ~ i
I ~ 1 ~ a i S
r rod I ~ ~
~.tlt3 ; ~
j 1 s o ~ s
~ ~ ~
E ! j I ~ I F. ~
~ , ! ~ ~ ~
I ~ I ~
G
Coaf , ~ ; ~ ~ ( i ~ I ! i 1 i ~ ~ ~ ~ ~ s i 5 ~ ~ f - - ' - - - - ----I~----- ~ P. E ~ ~ ~ 8 ~ ° l E----- s--_.
+ ~ ~ ~ 299,LI0 ~ ~ ! E E 1 ~ ' ~9
E r E ~ ti I ~ ~ ~ ~ ! { ~a E ~ ~ ~ l ~ I i ~a ~ ~w ~ ° („i
i ~ ~ M 3 ~ ~ i ~9 ~ i y6. 3 i v ~ # Z f S Q F y
f ! ~ ~ 7 i { ~ ~ ~ R f ~ ? EE3 f~ d r ~ ~ i ~ ~ ~ ~ A ttt ~ i `rs
y 8 u k ~ ~ S i f ~ I ~ ~ ( ~ ~ ~ ~ d € ~ € { s ~ ~ ~ !@ E ~ v E f
i w ~ ~ y ~ s s i
s ~ I 3 ~ ~ t ~ ~ ~ r ~6 4 s 4 L''r4~ ~fN' 4~[C~ ~
- - - ` + 78.QJ p k____ ~ t
~ ~ ~ ~ ~ ~ 1
~ ~ ~ ~ I t ~ G ~ ~ ~
1 c ti
' t j ~ ~ ~ ~ F ~ ~
r f i ~ ~ I'
' I ~ s I p ~ ~ } ~ ~ ~ ` 5 3 ~~i 3
r 9st floor oi~ f ~ s E S a } ! ~ 1 ~ { f 7 I1 V
a ' f 3 6
+26,~i, ~ ~ I ~ ? ji { t
I, 1 I E
I ! ~ i ~ N
r r } ~ a...
p ~ s;f k ~ [!3 h,
$ ~ ~ g• a1 ~lr ~V~~ parking
_ r~ N s
~ s , ~ ~ ~ ~ ~ ~Q
~ ~ ..r-_
i E ~ i~ - ~ ~ ~
T ~ r E`E` ~
E 's
s ~ ~ , n~rance i~el parki a~~ m> I s ~ ~ m ~
t ~ e- ~ ~ ~ ~ x;
243,Q(D t ! ~ ~ ~ ~ ~s
k j E E
~ ~ i ~ i ~ ~ a~ ~
~ ~ ~ ~ ~
3 ~ ~ ~ ~ a~
Lower IEVei ~aCkin~ 's
+ ~~~.I - ~ g ~ ~ ~ ~
~ ~
~ w ~1 o-
se
s
1 E~St Eleva~r~n m~
D-8 5~~: '11~'~ ~ ~
g: Ofd
~o ~a
oy
Pr
tc mb
~ ixz ~m c
a~ ~e
1@UG7
f'S...s....~ 1'b... l:l
utidml py, Ep
DOW 1I Nov 2008
NOT FOR
CONSTRUCTION
D. ~8

l~.l
~%''"~`s ~ 1 ~
11 ~ ~ ~ ~ ~3 .
j l 1 i l ~
1 ~I ~ I ~
1I
9 ~ I ~I ~ ?
? I 9 l {I J
C l I 6# ~ ~ ~
k ~ ! } ~ ~
~ I ~ l if ~ ~
I I I
I~ ~ ~ i I ~ ~
~ } ~ I i
I ~ f 9

II ~ , ~ I
II r ~ i ~ jp E € ( ~ ";~4
~ ! I ! { ~ ~ stair roof
--------------------~--------=--~-------------~-----4-------------------------------------------------- ---------------~---------------------------------~---------------------------~r~ 3€i~.t}
~ I /
I I I ~ $ I
~ ~ _ ~ ~ ~E ~,m ~
~ - I ~ r ~ f ~
~ ~ ! i
~ } ~
---I---- - --9 - ~ ~ r---~---- ~ ~ + 29°i.t~D

i ~ - i ! 1
I ~ l
~ ~
f I
I ~ I
- 1 - _ ~ Z~tdfic~rraffiae ~ ~ g~ ~~ZB.t#~ ~
4 ~
b 4 p Slilil,
S $
~ X _ # ~ ~ ~ ~a
{ Oji y ~1 i s
6~__~ _ -J4I
L _ -4 _ _ _ t ~40r Ct~IC~
I €
p ~i { „Y Ss ~ ~ ~
r_ _ - `I~` ~ ~ g ~ ~ ~ ~ 9 ~
_ ~ - 3 7{k 9~' ~ t I ~ t ij~ I ~ ~
i i ~ ~
r #~vel pa~€i a
E - - - - - - - - - - - ~ ~ # ~
~ L)
wg 1 ~ ~ o
d~ a SY ~ ~ ~ ~ ~
_ ~
~ ¢~g ~ C S '!~i Li ~ 4~
~ o ~
! f ~ ~ ~ ~ ~
i
6 ~ sa 2v ~ ~ ~ i€ l ~ T ~ ~ ~
~ r! ~ ~ I~
i~~wr I € ~ ~_1 ~ ~ v ~
~ ~
+x.75 ~ m~ ~ r~
~ c`v~ ~ ev cis 4
m~
.o
`Y
1 S~ut~ El~vat~~n a~
~-9 male: 9l8" i ~ ~~~F ze s ~a G-~
ffi$
-a m

a ~c
s~ L~

!7 '
ij~} ((jj~~~II}~~} ~L~ ~V~
CONSTRUCTION
D~9

W

11 ~ 9 f 1 ~ ~ ~ 2 ~ ~ ~ ~ _ ~
i I i a II ~ ~ ~
i I I~ ~ ~ ~ ~ oc
f # ~ ~ i
Y E 1 1~
i ± ~ ~ d dt f~ Y
1 F
! 4 ~ I ~ ~ ~
E y y j ~ i ~i ~ 111 YI~f YYE !i !I~ OI! ~Sp~`~i iE ! ~ i ilt i~ ®i ~Oi r vi ~ if Y~E ~i ~ ~ }
! 6 ~ ~ i i ~ ~
~ 1 r ~ I I 9 9 I ~
f 't ~ i R R ~ ~ C~
! J ~ ~
1f1 SETBACK SLQP€ ABOVE j j i ~ I I ~ ~ ~
40 '~nER AREA OF SITE ~ ~ ; ~ ~ P I , ~ ~ ~
I ~ I BEYONQ / ~ ~ ~ ~
i , ~ ~ ~.c~
I i ' 111 SST ~ ~ ~v~ ~
SCOP HBO - ' r ~ r ~ ~ ~ I ~ ~ ,
~6 ~ ~ ~ ~ ~
/ i ~ ~ ~ i I? r I
I I fi ~ I ~ / ! ~ ~
r ~ ~ ~t~C~F ~ ~ ~ ~ ~ I {
~ ~ . ~ 5
~ ~ ® r ~ ~ E
~ i ~ I / f~ ~ :
~ ~
~ I f !
1 I 1 ~ r f / ,f~ ~ I ~ ~ ~ ~ I 1 i``a = ;
r ~ j
fr ,.~,.~`,Pf.~.~, , SE~f~D LE~fE~. FF E . ~ I
f I 1 ~ ~ t f cr~fic~
I 1 f~.'
~ , ~ ~
~ ~ r 6 ~
~ .,r,!~~r~ ~ - I 1 ~~1 1 ~ ~
~ ~ ~e I ~ ~ r~ n ~ ~
: ~ ~ I f ~ ~ I ~ ~ I
~ I ~ ~ ~ ~ , FI~~T ~E'~E~ ~lFFCE ~ I ~
~ ~ i ~ ~~~or~
jf + 2~.5.~4
y t s 1
k t ~ ~
~ ~ ~ ~ ~ ' r ~ 1 k ~ ~ {'l iLi 4 ~ F
t ~ ! ~ ~ t ~ ~ ~ ~ 1 ' ~ t ~
t F{ ~ S i ~ r ! ~ 41 ~ ~ ]
_ 1 ~ { tC 1 }k~C~CI(I ~ n w
LEAD[~I~E RC~~iD E - T pA~~ [q J , E
r~~~r~w~ ~~.~~~~r~~i~~~w~~~~~ w~rsirra~r~ir~ ~ I ~ ~ E ~ ~ ~ { ' ~
~ e t ~ ~ E ~
{ ~ ~ ~ r j 1 ~ # ( ' f
a ~ ~ ~ ~ ~ ta i ~ ~ ~ ~
r - _ ~T3~Ts~Ft~2 V~# Y~ry~i~ { j ~ C n~
MEAN SITE ELEVATION 24
~ ~ ' ~ ~4 ~ 3~ ~
r t ~ ~ _ ~
~ :I~ ~ ; E I PA~I~ ~ I ~~3~ I ~ ~ ~
r ~ ~.cw~er vet park'st~ ~ ~ w~ as
t2 t~ ~
~ ivaa 'Q ~ ~ ~ S
v
S®
s
Q= a~
~a
a? 4°-'
J 4m
~O C
II'C 0p
=n xm ct o
~m a ~E a~
u= ~a
B it in ecfiion 1 ud gS ~~''4 tiRY V [ V~7
tee: ~~v
~~y.t~
r rr r~%J Vrx C~~ r rs, 11 V I NOT FOR
CONSTRUCTION
NOV 11, 2008
L)-l 0