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LINEAR FOOTAGE OF PROPOSED SITE DATA DATA GENALL CONOSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY STANDARD ~ Q ~
SPECIFICATIONS AND DETAILS, LATEST REVISION. ~ ~ ~ Q 0
WIDENING CONSTRUCTION OWNER: KITE REALTY GROUP 2. PUBLIC & PRIVATE UTILITY EASEMENTS SHALL BE DEDICATED AS SHOWN ON PLANS. a W U
WAKE COUNTY PIN/REID: MORRISVILLE CARPENTER-250' )LINTY PIN/REID: 0736 14 7497(D362672) 3. UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED W ~ 0736 23 3947(0018420) 4. CONTRACTOR SHALSUB DIVI~SIOOCAT~ION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ~ p ~ N N
NC 55 MEDIAN IMPROVEMENTS-554' 0736 23 3114(0020203) ~ } LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE N • ~ ~ W
MCCRIMMON PARKWAY-440' NC 55 PARKSIDE AREA-4 200' 0736 32 7647(0342428) ~ ~ ~ tl ~ ~ ~
O'KELLY CHAPEL RD-1,300' 0736 22 7527(0351682) INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE. th . ~ , 5. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF CARY STD. ~ Z ~ ~ J 0736 51 1799(0342627) ~ th .N N p
} TOTAL TRACT 03000.14 (REVISED 7/01/04). RACT 123.36 AC. 6. ALL STREET INTERSECTIONS FACE OF CURB RADII ARE 30' AND ROW RADII ARE 25' UNLESS w x I p p f
THE NUMBER OF LANES FOR O'KELLY CHAPEL ROAD IS 7 LANES. IMPERVIOUS AREA b 1 COMMON OPEN SPACE/F lUS AREA 93.07 AC. APPROX. D t7,,,, . OPEN SPACE/PERVIOUS AREA 39.89 AC. APPROX. NOTED OTHERWISE. ? m W O1 p13
PUBLIC RIGHT OF WAY 7. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W'S OR SHOWN l7 J RIGHT-OF-WAY 5.76 AC. PROPOSED ~ Z 0 Q 3
' ZONING ALSTON MIXED USE OTHERWISE, W a a 3 THOROUGHFARE CORRIDOR 8. ALL SPECIALTY STREET SIGNS AND POSTS SHALL BE SUBMITTED TO THE TOWN FOR REVIEW
ROADWAY SPECIFICATIONS MIN. VERTICAL JORDAN LAKE WATERSHED PROTECTION OVERLAY DISTRICTS AND APPROVAL IN ACCORDANCE WITH TOWN OF CARY POLICY STATEMENT N0,85 PRIOR TO
STREET NAME CLASSIFICATION POSTED SPEED DESIGN SPEED CURVE LENGTH OWNERSHIP RAILROAD R/W R/W 3.72 AC. INSTALLATION.
' O'KELLY CHAPEL THOROUGHFARE 35 40 12p' PUBLIC LF OF STREETS (124' R LF OF FIRE LANES STREETS (124' R/W-PUBLIC) 2023 LF-PHASE I 9. COMMON OPEN SPACE SHALL BE MAINTAINED BY HOME/BUSINESS OWNERS ASSOCIATION. 'IRE LANES 7400 LF-PHASE I 10, WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS.
~ ROAD LF OF 6" DIP WATERLINE DIP WATERLINE 660 LF-PHASE I 11. DELINEATED WETLAND AREAS SHALL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR.
PARKSIDE GREEN AACP STREET 20 25 75' PRIVATE LF OF 8" DIP WATERLINE 1 STREET TYPE A LF OF 10" DIP WATERLIP " DIP WATERLINE 3980 LF-PHASE I 12. NO BUILDING PERMIT ASSOCIATED WITH THIS PROJECT WITH THE EXCEPTION OF RETAINING
' PARKSIDE MAIN AACP STREET 15 25 2g' PRIVATE LF OF 12" DIP WATERLIP y 0" DIP WATERLINE 7693 LF-PHASE I WALL OVER 5' IN HEIGHT SHALL BE ISSUED UNTIL THE TOWN OF CARY UTILITY EASEMENTS 2" DIP WATERLINE 2030 LF-PHASE I ARE RECORDED.
1 STREET TYPE A LF OF 16" DIP WATERLIP 6" DIP WATERLINE 3265 LF-PHASE I 13. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COST ASSOCIATED WITH STREET
' TOWN COMMONS AACP STREET 15 25 28' PRIVATE LF OF 20" DIP WATERLIP '0" DIP WATERLINE 3378 LF-PHASE I LIGHTING ALONG ALL PROPOSED STREETS, ADJACENT STREETS AND THOROUGHFARES AS ~APS 1 -PHASE I REQUIRED PER TOWN OF CARY POLICY STATEMENT N0. 13. THE DEVELOPER SHALL ALSO
' DRIVE TYPE A WATER TAPS f LF OF 6" RECLAIMED W? RECLAIMED WATER 211 LF - PHASE I DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION PLAN PRIOR TO
' - FORCE MAIN ~E MAIN CONSTRUCTION,
LF OF 8" PVC SEWER LI ` LF OF 10" PVC SEWER " PVC SEWER LINE 7563 LF-PHASE I 14. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND 0" PVC SEWER LINE 1157 LF-PHASE I STREETSCAPES, THE CONTRACTOR SHALL DIG 2' MINIMUM TRENCHES ALONG THE LIMITS OF
t~ WATER/SEWER EASEMENT TABLE LF OF 12" PVC SEWER 2" PVC SEWER LINE 1970 LF-PHASE I DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS.
SEWER TAPS DEPTH WIDTH AVERAGE SEWER FLOW TAPS 1 -PHASE I 15. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED.
I ~ , SEWER FLOW 252,061 GPD-BUILDOUT THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CERTIFICATE OF )AREA (ACRES) 111.1 AC.-BUILDOUT OCCUPANCY (CO).
\ 10FT OR LESS 20 FT DENUDED AREA (ACRES) ~ 10FT-12.5FT 25 FT PARKS/PLAZAS(EXCLUDIN 'LAZAS(EXCLUDING 16 -BUILDOUT 16, NO LOT(S) SHALL BE RECORDED WITHOUT NOTING THE GENERAL REQUIREMENTS FOR DATE: August 9, 2007
PRIVATE COURTYARDS) 12.5FT-15FT 30 FT COURTYARDS ARCHITECTURAL COMPATIBILITY ON THE MAPS FOR RECORDATION. ) 17, TREES SHALL NOT BE LOCATED WITHIN ROADWAY RIGHT-OF-WAY OR WITHIN 5' FROM DRAWN BY: B. Whitfield
' 15FT-17.5FT 35 FT PARKING CALCULATION CALCULATION NEAREST EDGE OF SIDEWALK OR STREET CURB. DWG. CHECKED BY:
17.5FT-20FT 40 FT SEE COVER PAGE IER PAGE 18. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. DESIGNED BY:
19. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED T0,
6 ~ ni,~„. LANDSCAPING, GRADING, BUILDING ELEVATIONS (ESPECIALLY COLORS), LIGHTING, OR UTILITIES DGN. CHECKED BY: SHALL BE MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE
,a~ TOWN OF CARY. SCALE: 1"=250'
20. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS REQUIRED, (I.E. BUFFER
u TYPE A, B, C, AND 100' THOROUGHFARE CORRIDOR BUFFER), THE CARY SITE INSPECTOR PROJECT NO. 2006279.00 RESERVES THE RIGHT TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN
~ °T] ~,,~i~ ~ ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS.
- 4 21. ALL WORK SHALL COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED ACCESSIBILITY CODE VOL 1C.
s~ ~ ~ 22. APPROVED, STAMPED, AND SIGNED BUILDING ELEVATIONS FROM THIS SITE PLAN MUST BE
" ~ r ~e INCORPORATED IN THE BUILDING PERMIT PLANS. 23. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE STANDARDS CONTAINED IN
~r~ MUTCD.
" 24. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH ON-SITE ELECTRIC, a GRAPHIC SCALE CABLE, TELEPHONE, GAS OR OTHER SIMILAR UTILITY SHALL BE LOCATED AND SCREENED BY Y o
~ ,b~ EVERGREEN PLANTINGS, TO PROMOTE AESTHETICS TO THE MOST PRACTICAL EXTENT POSSIBLE. a a
~ ~ 1 zso zso o ~zs 2so soo PLANTINGS SHALL ALLOW FOR A MINIMUM OF A 5' CLEARANCE AROUND THE STRUCTURE TO z w Q ALLOW FOR ACCESS. ADDITIONALLY, ON ANY SIDE OF THE STRUCTURE HAVING A DOOR OR ~ o! Z
LOCK, THE PLANTINGS SHALL ALLOW FORA 10' CLEARANCE. THE AMOUNT OF CLEARANCE ~ g
r SHALL ACCOUNT FOR THE SIZE OF THE PLANT MATERIAL AT MATURITY. a
r ~ ~ PHASE I r` BUILDINGS C7A,C76, AND C7C ,,~4tl ~q ( IN FEET) 25. THE MAINSTREET IS USING THE "STREET A-PLAN 2" OPTION. W F
r~ ~ O'KELLY CHAPEL EXTENSION 1 inch = 250 ft. 26. ALONG NCDOT ROADS, PROVIDE A 3' WIDE STREET LIGHT POLE EASEMENT BEYOND THE ~ ~ RIGHT-OF-WAY LIMITS. ~
r PARKSIDE MAIN STREET ~ ~ 27. PAVEMENT DESIGN SHALL BE PER THE APPROVED NCDOT ENCROACHMENT AGREEMENT. a 28. WHEELCHAIR RAMP LOCATIONS ARE APPROXIMATE ONLY. WHEELCHAIR RAMPS SHALL BE
~ ~ PARKSIDE GREEN STREET HWY 55 IMPROVEMENTS ~'^*,e LOCATED AND CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF CARY AND NCDOT ~
~ PUBLIC UTILITIES STANDARDS AFTER THE LOCATIONS OF THE PROPOSED STOP BARS AND/OR PEDESTRIAN w o
r CROSSWALKS HAVE BEEN STAKED OUT. Q N 29. CROSSWALKS ACROSS SITE DRIVEWAYS ALONG O'KELLY CHAPEL ROAD WHERE THE 10' ° ~
~4~ MULTIUSE PATH IS LOCATED, SHOULD UTILIZE HIGH-VISIBILITY STRIPING. THIS IS FOR ~
C1~ 4,~ UNSIGNALIZED AND SIGNALIZED APPROACHES. o ~ a M ~ ~ m ~ o0 a 30. ALL STREETS, DRIVES, PARKING AREAS, SIDEWALKS, ETC. NOT LOCATED WITHIN A PUBLIC ROW Z
~ WILL BE CLEARLY IDENTIFIED AS PUBLIC VEHICLE ACCESS AREAS DEEDED TO THE PARKSIDE
y HOMEOWNER'S ASSOCIATION, THE MAINTENANCE OF WHICH IS NOW AND FOREVERMORE THE ~ RESPONSIBILITY OF SAID HOMEOWNER'S ASSOCIATION.
31. THE HOMEOWNER'S ASSOCIATION DOCUMENTS WILL INCLUDE A STATEMENT (COVENANT) TO THE
EFFECT THAT "ALL STREETS, DRIVES, PARKING AREAS AND SIDEWALKS NOT LOCATED WITHIN
~ v ~ o ~ > THE PUBLIC RIGHT-OF-WAY ARE PRIVATE PROPERTY (SUBJECT TO PUBLIC VEHICLE ACCESS
~ ~ ~ //J,A,.,, . EASEMENTS) THE MAINTENANCE OF WHICH IS THE SOLE RESPONSIBILITY OF THE PARKSIDE HOMEOWNER'S ASSOCIATION (COLLECTIVELY) AND THE HOMEOWNERS (INDIVIDUALLY) NOW AND
~h' FEN " ~ IN PERPETUITY."
7"' FEN f~ ' ~ 32. THE DEVELOPER'S MARKETING MATERIAL (AND/OR SALES CONTRACT) WILL INCLUDE A STATEMENT TO THE EFFECT THAT THESE PRIVATE STREETS, DRIVES, PARKING AREAS AND
t ~ ' ~ ~ SIDEWALKS ARE, INDEED, COMMON AREAS DEEDED BY THE DEVELOPER TO AND OWNED AND 0
S MAINTAINED BY THE HOMEOWNER'S ASSOCIATION AND THAT THE TOWN OF CARY IS NOT
tS~ ~ ~ RESPONSIBLE FOR ANY MAINTENANCE OF THE COMMON AREAS, ~ 33. ALL HVAC SYSTEMS SHALL BE SCREENED FROM OFF-SITE VIEWS, ~ ~ ~
~ 34. ALL DUMPSTER AND CARDBOARD RECYCLING LOCATIONS WILL BE SCREENED FROM OFF-SITE W Z
~,t, LEGEND y VIEWS, r n ~ ~ 35. ALL VEHICULAR USE AREAS (DRIVES AND PARKING AREAS) SHALL BE SCREENED FROM v ~ N
OFF-SITE VIEWS. N ~
g 36.2'MINIMUM SEPARATION BETWEEN EDGE OF TRAIL AND RETAINING WALLS AND GUARDRAIL; ~ Z O
STORM EASEMENT MINIMUM 5' SEPARATION BETWEEN EDGES OF TRAIL AND BACK OF CURB. ~ W _ 37. ALL EXTERIOR SITE LIGHTING WILL BE DESIGNED TO PREVENT OFF SITE GLARE. W ~ U U w°`°~ 38. THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW ~ ~ J ~ Z
FUTURE
_ , FORA 2.5' BUMPER OVERHANG FROM THE BACK OF CURB. 39. NO TREE SHALL BE LOCATED WITHIN 10' OF A LIGHTING LOCATION. ~ Z Q d O
\ STREET LIGHT POLE EASEMENT 40. ANY RETAINING WALLS ON THE SITE OVER 5' HIGH REQUIRE A BUILDING PERMIT. ~ Q Z ~
_ ~ TOC GREENWAY EASEMENT 41. ALL ADJACENT STREETS IN THE VICINITY OF THIS PROJECT SHALL BE KEPT CLEAN AT ALL ~ Q TIMES WITH RESPECT TO CONSTRUCTION TRAFFIC. IF THEY ARE NOT, A WASH STATION WILL
BE REQUIRED. W Z ~
TOC PIPELINE AND - ~ M~ ~ UTILITY EASEMENT 42. THIS PROJECT DRAINS TO THE KIT CREEK WATERSHED. ~ ~ -
43. A PRECONSTRUCTION CONFERENCE WILL BE REQUIRED BEFORE ISSUANCE OF A GRADING N ~ PERMIT. o Y
SIDEWALK EASEMENT ~ ~ ; , 44. INLET PROTECTION SHOULD BE INSTALLED AT EVERY CATCH BASIN, CURB INLET, DROP INLET, ~ M Q
ETC., PRIOR TO DIVERTING WATER INTO INLET. 45. IF EXISTING SITE TOPOGRAPHY WARRANTS OR WHERE GRADING HAS CAUSED DISTURBED AREA ~ a
PUBLIC ART LOCATIONS ~ 'r,- ~ ~ - _ = - TO EXIT THE SITE PRIOR TO FILTERING, THE CONTRACTOR SHALL TAKE ACTION IN THE
FOLLOWING PREFERENCE:
A) DIVERT WATER TO AN ADJACENT SEDIMENT BASIN USING TEMPORARY DIVERSION DITCHES.
- X - FENCE / B) INSTALL SILT FENCE FOR SMALL AREAS. IN NO CASE SHALL DISTURBED AREA EXIT THE SITE UNFILTERED.
~ e 46. ALL PUBLIC ART MUST BE REVIEWED AND APPROVED VIA TOC SITE PLAN APPROVAL PROCESS
~ r°. ~ 'r GUARD RAIL ~ ~ AS WELL AS TOC PUBLIC ART ADVISORY BOARD APPROVAL PROCESS. PUBLIC ART INSTALLATION MUST BE COMPLETE PRIOR TO ISSUANCE OF A C.O. WITHIN PHASE III AS PER
, THIS PLAN. THIS WILL HELP ENSURE ART IS NOT DAMAGED DURING CONSTRUCTION.
- W -DOMESTIC WATER LINE ~ `N• , 47. THE ENTIRE MULTI-USE TRAIL IS WITHIN PHASE I. MULTI-USE TRAIL MUST BE INSPECTED
% P AND CONSTRUCTED WITH INFRASTRUCTURE AND PRIOR TO ISSUANCE OF A CO WITHIN THE DEVELOPMENT,
- - ~ / SS SANITARY SEWER LINE - G a'' ~ ~ `E~ 48. IF THE NORTHWEST QUADRANT OF THE NC55 AND O'KELLY CHAPEL ROAD INTERSECTION IS
DQ GATE VALVE / ; ' DEVELOPED AND A SIDEWALK EXTENDED TO THIS INTERSECTION PRIOR TO CONSTRUCTION OF THE TRAFFIC SIGNAL, THEN THE SIGNAL AND ROADWAY PLANS WILL BE REVISED TO INCLUDE
SANITARY SEWER MANHOLE / i , THE ADDITIONAL PEDESTRIAN MOVEMENT.
S
/ D ~ STORM DRAINAGE MANHOLE / / J
' / a
JB ~ ` STORM DRAINAGE JUNCTION BOX ~i l~~s ~
J B DOUBLE JUNCTION BOX - w
G FIRE DEPARTMENT CONNECTION G' ~
FDC
~J FIRE HYDRANT a yYQ
MP IT RA - 40 EX NC 5 Site Plan 07-SP-091 J
FILTERRA ~ ~ APPROVED J
TOWN OF CARY
SIGHT TRIANGLE
S.T. SIGHT TRIANGLE Approved by Date
NOTES: Planning Date
6' SIDEWALK UNLESS OTHERWISE SPECIFIED
f Engineering Date
ALL DOMESTIC WATER, SANITARY SEWER, AND
RECLAIMED WATER SHOWN ARE IN PHASE I opp-
0
DRAWING NO.
02.00

a I a a e fJ t`
t ~ I' Summary of RipRap Dissipator Pai N N lissipator Pads for Parkside Town Commons ^ ~
t 1 1 z m
f~ , a i a f i Apron Dimensions W ~ ~ Q D
t t } I i~ f ~ ~ N "V
! ~ ;i~ I f 'a ' Z
d50 in dmax in Thickness I Location ( ) 1 (in) Thickness (in) Length (ft) Widfh @ Pipe (ft) Width @ End (ft) o ~ N N m Z V N "~~W
~ ! I I I" Leavin Wet and 7
~ 9 p 8 12 18 I 1 18 20 9 23 N NZ~~~ ~ O N107
P II I j f ~ Leaving Wetpond 5 8 12 18 18 20 9 23 ]Z onmm~
i I I m wo1a,;
~ I " { , Leaving Wetpond 3 11 16.5 24.75 i 24.75 26 12 30 z ~ Q ~
I ~ I I
~ I I Leavin We and 2 g tP 11 16.5 24.75 i 24.75 26 12 30 I
1 '
~ i Leaving Wetland 3 8 12 18 ~ , 18 20 9 23 ~
r-if 'a i
i Leaving Wetland 2 6 9 1 .5 ~ 3 13.5 20 9 23
9 ° I } " i 4} Leaving SF3H 4 6 9
j {1{ B 9 10 3.75 11.25 0
I + Leavin FES 0 9 9 13.5 20.25 a i 20.25 22 10.5 25.5 ~
Leaving FES M 4 6 9 9 10 3.75 11.25
1 Leavin FES J 9 5 7.5 11.25 11.25 13 6 15
u' } t
Leavin FES H g 5 7.5 11.25 ~ f.. 11.25 13 6 15 GRAPHIC SCALE
~ DATE: August 9, 2007 250 0 125 25D 500
. ° ~ 1 Leavin FES G 9 11 16.5 24.75 i 24.75 26 12 30 DRAWN BY: B. Whitfield
,A DWG. CHECKED BY:
~ " \ Leaving FES F 8 12 18 I ~ 18 20 9 23 (IN FEET) DESIGNED BY:
~ ~ . r, ~ Leavin FES E 1 inch = 250 ft. DGN. CHECKED BY:
g 9 13.5 20.25 I` A \ i 20.25 22 10.5 25.5
~e ~ Leavin FES C ~ g 11 16.5 24.75 SCALE; 1"=50' i 24.75 26 12 30
~s:
1' \ Leaving CB4Q 4 6 9 PROJECT N0. 2006279.00 9 10 3.75 11.25
> \
, Leaving CB3Q 11 16.5 24.75 i 24.75 26 12 30 NOTE:
\ '
= Leaving C83P 4 6 9 9 10 3.75 11.25 THIS PROJECT SHALL MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST
m. ,u. W \ ~ ~ r ~ ~ MANAGEMENT PRACTICES AND ENGINEERING a
® \ Leaving C81Z 1 6 9 13.5 13.5 16 7.5 18.5 STORMWATER CONTROL STRUCTURES AS Y
B \ a OUTLINED IN THE TOWN OF CARY LDO ~
' Leaving CB1Q 5 7.5 11.25 ~ ~ ~ ~ \ ' ; ` 11.25 13 6 15 Z w a SECTION 7.3 STORMWATER MANAGEMENT . O ~ z
~ ` ~ ' : °a ! V Leaving C81P 4 6 9
I~ 9 10 3.75 11.25 ~ a
~ ` Leavin B-R 27 ~ ~ a,~ g 8 12 18 W ~ 18 20 9 23 ~ ~
J Q
JJ~ ~ Entering B-R 3 4 6 9 ~ 9 10 3.75 11.25
\ NOTES
~ ~ ~ m.~~~~-~ ~ Enferin 8-R 26 ' , \ \ g 5 7.5 11.25 11.25 13 6 15 a
~ ~ N I
~ \ ~ ~ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF ~
P CARY STANDARD SPECIFICATIONS AND DETAILS, LATEST REVISION. z ~ N r~ ~ ~ m r ao 2. ALL WATER SERVICES SHALL BE TYPE K COPPER AND ALL SEWER
' y, SERVICES SHALL BE 4" SCHEDULE 40 PVC UNLESS OTHERWISE
SPECIFIED IN PLANS.
3. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL STRUCTURES
DURING THE LIFE OF THE PROJECT. 4. CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES AS NECESSARY TO
~ ENSURE ALL SEDIMENT IS DIRECTED INTO EROISN CONTROL MEASURES.
5. ALL CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION.
~ 6. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS
, C ti ~ mm ~ IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED
q , ~ v ti ONLY AS APPROXIMATE. 0
7. TOPSOIL SHALL BE WASTED OFFSITE OR AT APPROVED STOCKPILE AREA ON SITE. °o G7
~ \ 8. WHERE THE STATIC WATER PRESSURE IS IN EXCESS OF 80 PSI, A ~ ~ Z
PRESSURE REDUCING VALVE SHALL BE PROVIDED INSIDE THE BUILDING
~ d~ p~ / IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLUMBING CODE. r ~ ~ ~
1f',1 ~ ,~)n, ` ~ ~ \ v 9. CONTRACTOR SHALL ENSURE GRADING OPERATION IS CONDUCTED IN A N MANNER THAT DOES NOT ALLOW SEDIMENTATION TO ENTER EXISTING ~
B ~ ~ ~ e` * aw LEGEND POND. ~ w Z O
~ D , 4 10. STORM WATER DISCHARGES TO KITT CREEK. W ~ U rJ
~ ~ 0 \ ~ 11. CONTRACTOR SHALL PROVIDE RIP RAP LINED TAIL DITCHES AT THE ~ ~ J ~ Z
~ o STORM EASEMENT STORM DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED TO ENSURE > ~ POSITIVE DRAINAGE. ~ Z a ~ >
12. MINIMUM SLOPE FOR FOUR INCH SANITARY SEWER SERVICES SHALL BE ~ Q Z a O FUTURE 1.0~. CLEANOUTS SHALL BE PROVIDED AS SHOWN ON THE PLANS BUT p Q ~
~ ~ ~ ~ ~ SHALL BE SPACED AT NO GREATER THAN 75 LF FOR 4" SERVICES. W ~ p W
~ ::e ~ i11 ~ ,........o o ~ STREET LIGHT POLE EASEMENT ALL CLEANOUTS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE FINISH ~ ? ~
m
;M~. y TOC GREENWAY EASEMENT GRADE OR MEET THE OPTIONAL CLEANOUT REQUIREMENT METHODS AS N SPECIFIED IN CARY STANDARD 7.01. CLEANOUTS LOCATED IN PAVED N Y
~ ~a'~^~a, . 1, TOC PIPELINE AND AREAS MUST HAVE CAST IRON RISERS, FITTINGS & BRASS CAPS. M ~
UTILITY EASEMENT 13. SEDIMENT BASINS SHALL BE KEPT OUT OF WETLAND AREAS. W Q 14. A PRECONSTRUCTION MEETING WILL BE REQUIRED FOR THIS ~ a
w u , SIDEWALK EASEMENT CONSTRUCTION.
~ ~ ~ ~ a,... r w \ 15. PERMANENT GROUND COVER SHALL BE ESTABLISHED EITHER IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER, PER
~ ~ ,~x. ' . , ® PUBLIC ART LOCATIONS TOWN OF CARY REQUIREMENTS AFTER CONSTRUCTION IS COMPLETE.
- ~ No~, ~ 16. TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED PRIOR
. ~ ~ 6 w _ ~ ~.{4, TO ISSURANCE OF A GRADING PERMIT. 17. STREETS IN FRONT OF THIS PROJECT SHALL REMAIN CLEAN AT ALL
a` $ f ~ a ~ ~ ~..~L~ - X -FENCE TIMEES OR A WASH STATION MAY BE REQUIRED.
~ ~ I / a ~ P ~ ~ ~ 18. CUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF ANY
PHASE OF GRADING.
~ ~ GUARD RAIL 19. SLOPES 2:1 AND STEEPER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS
Q w ~s.. ti , ti ~ - W -DOMESTIC WATER LINE AND RETENTION DEVICES. SLOPES GREATER THAN 3:1 SHALL NOT BE
, ~ ~ ~ ~ STABILIZED WITH TURF GRASS (I.E. GRASSES THAT ARE MOWED) BUT
''4„ " a 'a \ ,A;, - SS - SANITARY SEWER LINE WITH OTHER PERMANENT GROUND COVER SUCH AS WEEPING LOVE GRASS, LOW JUNIPERS, ETC.
~ GATE VALVE 20. ALL STORM SEWER RIM ELEVATIONS THAT HAVE BEEN PROVIDED ARE
` F e 0 ELEVATIONS OF THE GRATE/COVER.
~ O SANITARY SEWER MANHOLE 21. ALL STORM SEWER PIPE LENGTHS ARE FROM CENTER OF CATCH
D ti. ~ BASIN/MANHOLE TO CENTER OF CATCH BASIN/MANHOLE. O STORM DRAINAGE MANHOLE
~ 0 , ~
e ~ JB STORM DRAINAGE JUNCTION BOX J
~ ~
i ~ JB DOUBLE JUNCTION BOX
n_... s~ , 4
i ~`;1 1 ` ~ ~ FIRE DEPARTMENT CONNECTION FDC Q
, _
y~JO FIRE HYDRANT Y ~ a
G ®p FILTERRA Site Plan 07-SP-091 O

SIGHT TRIANGLE APPROVED
S.T. SIGHT TRIANGLE TOWN OF CARP O
¦
NOTES: Hpprovea Dy uaie
6' SIDEWALK UNLESS OTHERWISE SPECIFIED Planning Date
®e
ALL DOMESTIC WATER, SANITARY SEWER, AND RECLAIMED WATER SHOWN ARE IN PHASE I Engineering Date
C5.00
E DRAWING NO.

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DATE: August 9, 2007
DRAWN BY: B. Whitfield
DWG. CHECKED BY:
CB18B DESIGNED BY:
DGN. CHECKED BY:
JB148
08g SCALE; 1"=50'
R„~,
PROJECT NO. 2006279.00
vB
\
o ~ \
~ ~ 46 LF ~ \ 15" RCP J Q
®2.05% R~ Y
~ ~ ~ a
0 o 4, \ Z w a
~ O ~ g
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15" RCP ~ , ~ W ~ (Y ~
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13 LF ~2S LEGEND Z~N~~~n~~ao
1 " R P 0,55% ~ l,~ ~S 5 C ® 29 ~ ~
s'• l 1 '°~w, v
~ A ~ \ STORM EASEMENT
~ o .ss9 FUTURE
n ~ ~ ~ JB22B1 p ~
~ ~4 ~ ~ RIM; 313.37 B16B ~ a STREET LIGHT POLE EASEMENT
~ ~ ~~w,~' INV IN: 308.10' I
• INV IN: 309.55' ~ ~ oB ~ , TOC GREENWAY EASEMENT
~w?~ INV OUT: 305.87 TOC PIPELINE AND
' PROPOSED ~ \ ` BIO-RETENTIO~J AREA 94 LF q' 33 LF " UTILITY EASEMENT
g 15 RCP ~ S` 36" RCP ®0.55% SIDEWALK EASEMENT O o
®0.61% o~ o ~
~ ` SF226 C621B ~ ;I; RIM: 314.25 Z ® PUBLIC ART LOCATIONS C ~ ~ ~ C~
~ INV IN: 309.47 ~ N CLC
a~ INV OUT: 309.01 ~ ~ L
R\ ~ , JB2283 - X - FENCE ~ w ? ~
RIM. 314,31 ~s~. ~9 \ W ui ~ V
INV IN. 308.28' ~I°~ .f ~`~r• ~'2 \ h~ s Si ~ ~ ~ Z
I INV IN. 308.79 0• s'~q,a gtio~ GUARD RAIL J N 0 ~
INV OUT. 308.28 ® 39 LF ®0.57% i ° ~r~ lT 2A,, cQ 30 RCP F~ w - W -DOMESTIC WATER LINE ~ Q Z rL
' ~ ~ ~'~,0 104 LF, 24° RCP ®0.52% ~ I' I ~ Q ~
JB248 ~ RIM: 318,26 F ~ o ~ - SS - SANITARY SEWER LINE W W Z W ~ _
~ 'S2y INV IN: 309.60 ,~1 ~ GATE VALVE (n
INV IN: 311.76' A N Y
96 LF, 24" RCP ®0.52% NOTES INV OUT: 309,40 , w~ ~ O SANITARY SEWER MANHOLE M ~
~ ~ . 1. ALL STORM SEWER RIM ELEVATIONS THAT HP W a ~TIONS THAT HAVE BEEN PROVIDED ARE GRAPHIC SCALE © STORM DRAINAGE MANHOLE
ELEVATIONS OF THE GRATE COVER. 27 LF ,e~" Mrs, JB2262 DVER. 1
„ 19 LF ~u "w~ 2. ALL STORM SEWER PIPE LENGTHS ARE FROfv 15 RCP , ~ 36" RCP ~~,w RIM: 316.54 ~ BASIN MANHOLE TO CENTER OF CATCH BASII ~THS ARE FROM CENTER OF CATCH so o xs so ioo JB STORM DRAINAGE JUNCTION BOX
® 0,56% INV IN: 311.71 ~ g ®0.52% ,~4 ~e ~ )F CATCH BASIN/MANHOLE.
~ INV OUT; 311.01 CB25B~ \ JB DOUBLE JUNCTION BOX
RIM: 318.44 0 ww• i 6~ ( IN FEET)
INV OUT: 314.00 JB25B 1 inch = 50 ft. F~ FIRE DEPARTMENT CONNECTION
~0 ~ ' 2 . "w~ CB246 ,p
RIM: 321.01 ~ ~A ~ Cs ~ yY0 FIRE HYDRANT
J640B 45 LF INV OUT: 309.7D ~ q,,~r,~ \
18" RCP ®0.80% 529 ~9 ~ ~ ~o PI RIM: 318.55 , ~ r~ ®p FILTERRA
1 INV IN: 312.75' S
' .f`` ~ ~ o ~S INV IN: 313.85 77 LF, 18 RCP ®0.50% ~ (F SIGHT TRIANGLE
INV OUT: 312.12 • ~ ~ JB26B , J ® ` 76 \ S.T. SIGHT TRIANGLE ~ M
~ ~ ~ ~6 SSA ~ NOTES:
°9 ~ 6 ~ 6' SIDEWALK UNLESS OTHERWISE SPECIFIED
J841B . . ~ ® ~ ' 2~, •699
RIM; 320.46 6y ~ ~ ~ INV IN: 313.33' / . B42B e A ALL DOMESTIC WATER, SANITARY SEWER, AND
INV OUT: 313.13 ® e RIM. 320.80 ~ o . RECLAIMED WATER SHOWN ARE IN PHASE I ~
o INU OUT: 313.89 ~ s 809 ° ii
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ti RIM: 322.78 e' ~ nr-} - r 6 ~ whw ° , a ,C C7C k•,~
INV IN: 312.64 / , ~ C6228
INV OUT: 312.34 / ~ JB276 wk, , ~ w;. ~z
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' ~ ~ ~ 2~ ~ .S APPROVED A
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Approved by Date
Planning Date L.Cl)
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CB37B ~ DRAWING NO.
s CB35B~' ,~~RIM: 322.11 r 53 LF C5.03

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rGQ F 0~° ~^ti'~, \ ,1~~w~ti~ 5~ ® * ° * ° STORM EASEMENT rn ~Z~~~ ~ ~ .N 107
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® PUBLIC ART LOCATIONS
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SF20C 1~4 w
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~c ~ tikY" r TOP OF RAIL ELEU.=307.14 A ~ w " , TOP OF RAIL ELEV,=307,17 - SS - SANITARY SEWER LINE DATE: August 9, 2007
® ,~F ~ M~: , r / • ~y 5P ~ ~ ~Q GATE VALVE DRAWN BY: B. Whitfield
~~k - DWG. CHECKED BY:
SF21 C - ,~sf° r--, IMI.-295.79 0 SANITARY SEWER MANHOLE GRAPHIC SCALE DESIGNED BY:
~
~ 0 STORM DRAINAGE MANHOLE DGN. CHECKED BY: 50 0 25 50 100
~ ' • A JB STORM DRAINAGE JUNCTION BOX SCALE; 1^=50'
_
~ ~ JB DOUBLE JUNCTION BOX (IN FEET) PROJECT NO. 2006279.00
~ SF22C A ~ . ~ 1 inch = 50 ft.
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~ 44 Site Plan 07-SP-091 O ~ Z S.T. SIGHT TRIANGLE ~ g
1F~! 4, \ APPROVED ~ W
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. ~ 2A _ w,, S' lF \ \ Approved by Date a
e~° RSA - ALL DOMESTIC WATER, SANITARY SEWER, AND Z
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9 ~ I - ~ L t (F ",w~.,, ~ -PROP ';I::::C: - cn ~ 1. ALL STORM SEWER RIM ELEVATIONS THAT HAVE BEEN PROVIDED ARE
- I , ~BI RETEh~il(j~~ ~ L~, i, ~ o S ~ ~ ~ ~ „,SEA 12 z _ ELEVATIONS OF THE GRATE/COVER. 2. ALL STORM SEWER PIPE LENGTHS ARE FROM CENTER OF CATCH
w \ BASIN/MANHOLE TO CENTER OF CATCH BASIN/MANHOLE.
~ ` r Z ' SF13D
~Sg t FUTURE - ~ ~ ~ ' RIM: 326.45 I
f~~~ RETAIL SF15D m INV IN: 319.45 ~ ~ RIM: 329.51 ~ ~ INV OUT: 317.58_... SILTED IN ~ o ~ NABLE TO DETERMINE INVERT T Z
~ ~ ~ o ~ _ ~ INV IN: 323.75 ~ t 'y HW ~ O O BOX CULVERT ~ n
INV OUT: 322,50 ~ CB12D ~ 5'WIDE \ v ~ N
CB12 ~ - ~ 6~° ' TOP OF RAIL .=305,32 ~ ~
M 3.61% 1~ ~2 ` ti " CB16D LF 15 RCP ~ ~ ® ~ + t `'°~.h~~ 126 Qs GQ !F ago ' x...--~-TOP OF RAIL ELEV. 05,33 ~ ~ Z
RIM: 332.80 0 ~ ~p , R ~ ~ ~ i HW ~ W N U U
" INV OUT; 328.30 ~A ~ ~ ' ~ ® ~F ~ C'p - ~ 1 , ~ ® t~ , sILTED IN \ J N a ~
, ~ ~ ~y a ~ ~ 1 CB10D UNABLE TO DETERMINE INVERT WW
~CB10D \ ~ Q Z a ~
~ ti ~ ~ RIM: 316.5 ~ w ~ 1, i ~ 1 I ' ~ ~ ~ ~ INU OUT: 3 " RIM: 316.99 ~ Q ~
~ _ 0.56%. ~ _ ~ RCP 0 INU OUT: 312.95 W w Z Q
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\ , RIM: 328.03 ~ RIM: 320.34 J ~ BY N Y W M Q
",tiff, sa INV IN. 320.90 - ~ INV IN. 315.63' ~ ~ J., INV OUT: 32D.90
"o, ~ INV IN. 316.91 M ~ ~ INV OUT: 313.80 49 LF `
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~ ~ • ®0.53 ~ ~ 15" RCP (CLASS IV)
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f w ~ o i RIM. 318.08 ~ I ~ ~ ~
INV IN. 312.59 , -o ` ~ ~ FUl ( ~ ~ ~ 20 LF INV IN: 313.54 ~ ~ ~ „ i CB4Z C63Z 20 LF
~ a~ ' ~ J R { INV OUT: 311.14 0 ' 1 15 RCP 102 LF • ~15 RCP ®0.50% ~w""~
~ ~ _ i EDGE ~ CB 1,1E RI FOR- ' ' ~ ~ ~ ~ t ' 15" RCP (CLASS IV) ® 0.51 %
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OFF DGE OF MUL SE TR !L ~ " ~ CB9D l
~ ~ ~ 54 LF 1 " 17 LF, 3fi ~ , , ~ 5 RCP ~ 0.68% /~17 LF, 36" RCP ®0.97% CB5Z ~,w°W"" 59 LF 24" RCP
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~ ®0 ~,F, ~ 36 RCP , ~~w ~ w ~ ~ 1 LF, 15" RCP 3.09% s° ®2.657. 15" RCP \ ~ ~ ~~A~s CB1Z4 ~ ®2.00% W
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CB2D X53% UhR ®6,92% 31 LF OUTLET r
- - _ _ . CB1H ® 48 RCP INV: 299.25
CB5D2 __-w_...._....._ o ~g° RpP ® 5.00% C/?
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