20041764 Ver 2_Site Plan_20070516

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VARIABLE
WIDTH R/W
DEDICATION
FOR ROADWAY
RE -ALIGNMENT
(PHASE 1) '
PROPOSED -�
SIGNALIZED
INTERSECTION i
(PHASE 1) 4
1
EXISTIN
R/W
VARIABLE WIDTH -�
ROW DEDICATION
FOR WIDENING
ALONG NC54
Wa� � y
PROPOSED NORTH Cl�
SITE RIGHT -IN/ \
RIGHT -OUT \ C�
DRIVEWAY �
55' UILOING SETBAC �.
(ENTI E NC54 FRONTAGE �
IN TOWk OF MORRISVI�I,l.E
AND C171'\ OF 0J,1RHkM
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TIRE NC54 FRONTAGE
/ OWN OF MORRISVILLE)
PROPOSED1010
� SIGNALIZED
\ `(PH SE �1) ON r
AOPOSED PUBLIC \
\ �
ROADWAY (SHILOH
GLENN DRIVE) AT %
(DRIVEWAY 1) % \
\ (PHASE 1)
PROPOSED SOUTH I
RIGHT-IN/RIG-IT OUT DRIVEWAY
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Engineer/inspector Disclaimer
The presence of the Town of Morrisville or Town of Cary
Engineer or Inspector at the work site shall in no way lessen
the Owner's responsibility for conformity with the. plans and
specifications. Should the Engineer or Inspector prior to,
doting, or atter conshuction fail to identify or reject materials
or work that does not conform with the plans and
specificafions, whets w from lack of discovery or for any
other reason, it shall in no way prevent later rejection and
correction of the ututisfactory materials or work when
discovered. This is also true if the work has been accepted
and is currently being maintained by the Town of Morrisville
or Town of Cay. The Owner shall be responsible for
correction of all work that does not conform to the plans and
specifications
NC54 WIDENING AND 1-540
INTERCHANGE UNDER
CONSTRUCTION AS PART OF
NCDOT R2000AB TIP
Construction Requirements
All public and private work including but not limited to
watermains, water services, sanitary sewers, sanitary sewer
services, storm sewers, drainage systems, roads, sidewalks,
parking lots, site grading and landscaping shall be constructed in
accordance with the Town of Morrisville and the Town of Cary
Ordinances, Standards, Specification, and Details that are
applicable. No deviations from the Owner/Developer's Submitted
plains will be allowed unless written approval from the Town of
Morrisville is received, along with permission from the Town of
Cary for water and sanitary sewer deviations.. All Public and
Private Easements shall be recorded prior to final acceptance by
the Town,.
Reveiw Disclaimer
Should the Town of Morrisville or Town of Cary fail to identify,
that the Owner/Developer has not addressed the comments made
by either Town, or that the Plans and Spedfication are not in
compliance with respective town Ordinances, Standards,
Specifications, and Detail whether from lack of discovery or for
any othre reason it shall in no way relieve the Owner/Developer of
their obligation thereof, nor obligate the Town of Morrisville or
the Town of Cary to correct such errors or omissions Execution
of this construction plat by the Reveiw Engineer or Planner for
either Town in no wary lim its the responsibility of the Owner and
Engineer of Record with regard to compliance with all Federal,
State, and locat standards, regulations and/or conditions.
Morrisville Project
Town of Cary Utility Approval
Nater And Sanitary Sewer System
On April 3, 2006 the ownership, construction, operation, maintannam
managment, and financing of the Town of Morrisvdlds water and sanitary
sewer system within the present and f dor a corporate h rits and U*m
Service Area limits of the Town of Morrisville was trsnsferred to the Town
of Cary as per the merger agreement bdween these two Towns. All water
and sanitary sewer system design and conshurction shall be in accordance
with the Town of Cary, Standard, Specifications, and the Standard
Const=fion Detail Drawings
Approved by the Town of Cary
$ngineerieg Date
Owner Certification
The Owner/Developer herby ramifies them: all Town comments
have been incorporated into the Drawings and Specifications, the
Drawings are in compliance with all Federal, State, Local
Standards, and Town of Morrisville and Town of Cary
Ordinances and Standards, specifications, and Details and the
Owner has checked the plans to confirm that there are no errors
or omissions. The Owner/Developer hereby certifies and agrees
to take such action as may be required by the Town of
Morrisville and Town of Cary to correct any errors, omissions or
non-compliance with Town of Morrisville and Town of Cary
Ordinances, Standards, Specifications, and Details and/or
re-execution of this construction plat with the appropriate
corrections and /or revisions.
Owner Date
265'
CP&L EASEMENT
ECT PROPERTY LINE
GRAPHIC SCALE
200 0 100 200 400
Town of MorrixAle
Engineering & planning Fees Paid
Infrastrucvtne
Yes
No
Comments
Fees
PROPOSED USE
1
1
Town of MorflMl
Released for Construedon
(signature required)
Date
( IN FEET )
1 inch = 200 ft.
04 • t 7 9 4 V c1-
'IPA
SITE LEGEND
PHASING NOTES
BASED ON THE JOINT DEVELOPMENT AGREEMENT BETWEEN WAL-MART STORES, INC. AND
SHILOH MORRISVILLE, LLC, THE PROPOSED CONSTRUCTION PHASING IS AS FOLLOWS::
PHASE 1 (WAL-MART STORES, INC.
1. CLEARING AND GRADING FOR LOTS 1, 13 AND 14, AND PORTIONS OF LOTS 11 AND 15
FOR SHILOH GLENN DRIVE INCLUDING EROSION CONTROL MEASURES AND WETLAND A.
2. EXTENSION OF AN 8" SEWER LINE (COUNTY OF DURHAM) FROM END OF SURLES COURT
TO LOT 1 WITHIN LOT 14 (WAL-MART) AND A 8" WATER LINE (CITY OF DURHAM) FROM
SURLES COURT TO LOT 1.
3. CONSTRUCTION OF OFF-SITE IMPROVEMENTS ALONG NC 54, SURLES COURT, HOPSON
ROAD, AND SLATER ROAD INCLUDING TRAFFIC SIGNALS.
4. CONSTRUCTION OF ON-SITE NON-RESIDENTIAL COLLECTOR STREET (SHILOH GLENN DRIVE)
FROM NC 54 TO THE CONNECTION WITH THE NCDOT SERVICE ROAD INCLUDING THE TWO
(2) ROUND -ABOUTS, WALLS, DRAINAGE, LIGHTING (DUKE POWER), SIDEWALKS, AND
LANDSCAPING.
5. EXTENSION OF A 12" WATER MAIN (TOWN OF CARY) ALONG SHILOH GLENN DRIVE FROM
NC54 TO COUNTY LINE.
6. EXTENSION OF AN 8" AND 10" SANITARY SEWER MAIN ALONG SHILOH GLENN DRIVE UP TO
THE CONNECTION WITH THE PROPOSED CONCOURSE INTERCEPTOR (TOWN OF CARY).
7. CONSTRUCTION OF THE WAL-MART (LOT 14) AND SAM'S CLUB (LOT 13) SITE
IMPROVEMENTS INCLUDING PAVEMENT, WALLS, DRAINAGE, UTILITIES, LIGHTING,
SIDEWALKS, AND LANDSCAPING.
PHASE 2 (SHILOH MORRISVILLE, LLCM
1. CLEARING AND GRADING FOR LOTS 2-10 INCLUDING EROSION CONTROL MEASURES AND
WETLANDS B AND C AS SHOWN ON THE PLANS.
2. CONSTRUCTION OF THE PRIVATE SHARED ACCESS (LOWER SHILOH WAY) FROM
DRIVEWAY 2 TO LIMITS OF LOT 9 INCLUDING PAVEMENT, DRAINAGE, LIGHTING
(COORDINATION WITH DUKE POWER), SIDEWALKS, AND LANDSCAPING.
3. EXTENSION OF AN 8" WATER MAIN (TOWN OF CARY) ALONG LOWER SHILOH WAY WITH
CONNECTIONS TO THE PHASE 1 SEWER MAIN AT DRIVEWAY 2 AND DRIVEWAY 5 (2ND
ROUND ABOUT) AND NC54 AT THE SOUTH SITE DRIVEWAY.
4. EXTENSION OF AN 8" SANITARY SEWER MAIN (TOWN OF CARY) ALONG LOWER SHILOH
WAY UP TO THE CONNECTION WITH THE PHASE 1 SEWER MAIN AT DRIVEWAY 5 (2ND
ROUND -ABOUT).
PHASE 3 SHILOH MORRISVILLE. LLC
1. CLEARING AND GRADING FOR LOT 12 INCLUDING EROSION CONTROL MEASURES AND
WETLANDS D AND E.
2. CONSTRUCTION OF THE PRIVATE SHARED ACCESS FROM LIMITS OF LOT 9 TO DRIVEWAY 5
(2ND ROUNDABOUT) INCLUDING LIGHTING (COORDINATION WITH DUKE POWER), SIDEWALKS,
AND LANDSCAPING.
3. FUTURE EXTENSION OF AN 8" WATER MAIN (IF NECESSARY) FROM THE
EXISTING 12" WATER MAIN (TOWN OF CARY) ON THE SOUTH SIDE OF 1-540 VIA AN
EXISTING PIPE SLEEVE UP Ta THE Int ASE 1 WATER MAIN AT DRIVEWAY 5 (2ND
ROUND -ABOUT).
GENERAL SITE
PLAN N
1. ALL SITE TRAFFIC SIGNAGE SHALL BE DESIGNED PER MUTCD STANDARDS.
2. SIGHT TRIANGLES AT PROPOSED DRIVEWAYS SHALL BE SIZED PER CITY OF DURHAM
AND TOWN OF MORRISVILLE STANDARDS RESPECTIVELY.
SIGHT TRIANGLES SHALL BE MAINTAINED FREE OF VISUAL OBSTRUCTIONS.
3. TRANSIT SIGNAGE AND STRIPING PER CITY OF DURHAM STANDARD PENDING TRANSIT
STOP LOCATION,
4. FINAL ALIGNMENT OF THE PRIVATE SHARED ACCESS ON LOT 12 PENDING FINAL
TENANT AGREEMENT.
5. DEVELOPER TO INSTALL ALL SIDEWALKS FOR THE PROJECT PRIOR TO OUTPARCEL
DEVELOPMENT.
6. SITE SIGNAGE SHALL MEET THE ORDINANCE CRITERIA IN THE CITY OF DURHAM AND
SHALL COMPLY WITH SIGNAGE GUIDELINES SET FORTH IN THE SPECIAL USE PERMIT
AND MASTER SIGNAGE PLAN FOR DEVELOPMENT IN THE TOWN OF MORRISVILLE.
7. FINAL TENANT AGREEMENTS WILL REFLECT TRIP GENERATION THRESHOLDS REFERENCED
IN THE PROJECT TIA. SIGNIFICANT VARIANCE FROM CUMULATIVE TRIP GENERATION
ESTIMATES FOR THE PROJECT WILL BE EVALUATED BY THE DEVELOPER AND TOWN OF
MORRISVILLE TO CONFIRM FUNCTIONALITY OF THE PROPOSED ROADWAY IMPROVEMENTS.
8. TOWN OF MORRISVILLE STAFF MAY APPROVE UP TO, BUT NO MORE THAN A TOTAL OF
THREE RESTAURANT CONVENIENCE USES ON LOTS 2-10.
THE , TOWN OF MORRISVILLE BOARD OF COMMISSIONERS MAY APPROVE ADDITIONAL
USES IN THIS CATEGORY THAT CUMULATIVELY COMPLY THE LEVELS PROVIDED FOR IN
THE APPROVED PROJECT TIA.
9. IMPERVIOUS AREAS FOR THE OVERALL DEVELOPMENT WILL BE LIMITED TO 65%..
10. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY THE DEVELOPER/OWNER
TO PROVIDE AS -BUILT DRAWINGS IN BOTH HARD AND ELECTRONIC FORMAT
(ORDINANCE PART D, ART. II, SECTION 13.4(B)) SHOWING ALL DEVIATIONS FROM THE
APPROVED PLANS INCLUDING BUT NOT LIMITED TO SURFACE FEATURE LOCATIONS
SUCH AS MANHOLES, CATCH BASINS, HYDRANTS, VALVES, METERS, HOT BOXES,
CLEAN -OUTS, RETAINING WALLS, TRANSFORMERS, LANDSCAPING, ETC. ALSO,
ELEVATIONS AND PIPE SLOPES FOR THE SANITARY AND STORM SEWERS NEED TO BE
PROVIDED. IF ANY ADDITIONAL INFRASTRUCTURE IS ADDED OR CHANGES ARE MADE
AFTER THE AS-BUILTS ARE SUBMITTED THE DEVELOPER/OWNER WILL SUBMIT THE
REVISIONS TO THE TOWN.
-- - PROPOSED LOT LINE
��■ i �� i �e i �� i �� i MORRISVILLE JURISDICTIONAL LINE
COUNTY LINE
--- --- -- ---- -- -- SETBACK /BUFFER LINE
EASEMENT LINE
�- - PROJECT PROPERTY LINE
- -- - EXISTING LOT LINE
M
800
LOT AREA SUMMARY
(EXCLUDING 7.29 ACRES ROW DEDICATION):
PHASE
LOT #
ACREAGE
PROPOSED USE
1
1
3.00 ACRES
RETAIL OUTPARCEL
2
2
1.60 ACRES
RETAIL OUTPARCEL
2
3
1.84 ACRES
RETAIL OUTPARCEL
2
4
1.73 ACRES
RETAIL OUTPARCEL
2
5
2.16 ACRES
RETAIL OUTPARCEL
2
6
2.34 ACRES
RETAIL OUTPARCEL
2
7
2.32 ACRES
RETAIL OUTPARCEL
2
8
2.01 ACRES
RETAIL OUTPARCEL
2
9
2.38 ACRES
RETAIL OUTPARCEL
2
10
2.28 ACRES
RETAIL OUTPARCEL
2 AND 3
11
12.82 ACRES
OPEN SPACE/WETLANDS B, Co & D
3
12
22.74 ACRES
FLEX RETAIL OUTPARCEL
1
13
15.33 ACRES
BIG BOX RETAIL (SAM'S CLUB)
1
14
23.05 ACRES
BIG BOX RETAIL (WAL-MART)
1 AND 3
15
12.78 ACRES
OPEN SPACE/WETLANDS A AND E
TOTAL = 108.38 ACRES
LOT #
FRON T
W
SIDE
REAR
12-21-06
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2
40' (LOWER SHILOH
WAY)
10' OFF ACCESS EASEMENT, 10' (LOT 11)
20' (LOT 11)
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O��N
W
55' (NC54)
UJ 6
30' (CORNER), 10' (LOT 4)
10' OFF ACCESS
EASEMENT (LOWER SHILOH
WAY)
4.
55' (NC54)
Q 0
10' (LOT 3), 10' OFF ACCESS EASEMENT
10' OFF ACCESS
EASEMENT (LOWER SHILOH
WAY)
2
W
55' (NC54)
UJ
10' OFF ACCESS EASEMENT, 10' (LOT 6)
10' OFF ACCESS
EASEMENT (LOWER SHILOH
WAY)
6
55' (NC54)
10' (LOTS 5 AND 7)
10' OFF ACCESS
EASEMENT LOWER SHILOH
WAY), 100' 1-540
7
40' (LOWER SHILOH
WAY)
10' (LOTS 6 AND 8)
100' (1-540)
z
8
40' (LOWER SHILOH
WAY)
10' (LOTS 7 AND 9)
100' (1-540)
z
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9
40' (LOWER SHILOH
WAY)
10' (LOTS 8 AND 11)
100' (1- 540)
Q
10
40' (LOWER SHILOH
WAY)
10' OFF ACCESS EASEMENT, 10' (LOT 11)
20' (LOT 11)
NOTE: CORNER SETBACKS SHALL BE IN ACCORDANCE WITH TOWN OF MORRISVILLE ZONING ORDINANCE
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~ • 91. 5 En meerin & Plann~n Fees Paid ~ ~ S S g y ; ~ , , ~ ~ c.,G; 1 1 j ' ~ ( ~ 1 1 1 ~ f ! ~ ~ ~ ~ 4, j O LOAD RATED z
Z Infrastructure Yes No Comments ~ ~ .13 ~ ~ ~ ~ .4 38 ~ ~ ~ . 89.4 ~ , ~ ~ t ~ , RETAINING WALL MH = NCDOT 1RAFFlC BEARING JUNCTION BOX STD. 840.46 W/ H-20 LOAD FRAME AND COVER
391 45 Fees . , ~ ti s ti , ~ ~ I / ~ t j 1 ~'Q ~ ~ ~ I - - HW = NCDOT PRECAST CONCRETE HEAD WALL S1D. 838.80
y+ ~ ~ . Tw~uw wr ~l~wwr w..: ~~w 1~•. i\I1 , ~ ~ .~Mr~., ~ ~ / .r ,r / % I i r~r ~ ~ 1 ~ i DS = DOWNSPOUT, REFER TO ARCH/idEP PLANS FOR DOWNSPOUT 800T DET )OT DETAIL
lunU ul lt•1V[11~vlIlC ~ 1 1' I~!"r r ~ i ~ ~ ~ `~~W Released forConstrue i n ~ t o ~ ~ ~ ~ 3 5. , 387, :3 3.8 ' VU 51UKM ~LtANQUT 5EE DETAIL
_ . ~ I 1.7 r K!. .5 384.4 2 O-~O \ ~ AT DRAIN p CS CONTROL STRUCTURE (WETLAND POND OUTLET S1RUCIURE. SEE DETAIL E DETAIL SHEET) ~ w o a ~
(sl nature re ulred ~ r , . fi, d",: ~ 391.75 • ~.I .6 386. .7 ~ r ~ ~ ~ ~ ! ' r~ . 1 TW = TRUCK WELL GRAIN (REF: ARCH/MEP PLANS) ~ ' . \ FE Fl.ARED END SECPON JTER ~ _
Date ~1, , 1 • • •l ' i ~ ~ I} 1 r`' ~ ' ,1'• ,1 r, / ' ~ , 09 O ~ N
~ ~ i 1 ,,'vt. i , r', ~ ~ ' J~ 1~ \ ~
. 1 ~1 " I~ ' Morrisville Pro'ect "i'yo ~ ~ J ~ ti ~ - _ - - Town of Ca • Utilit A v ~ t' ~ •b~~ ~ 1 ~ : ~ G 1 ~ J , SOX.) L~~' ~ , _ I NOTES: a. W~U)o F-Q~
1 ~ ~l'ater and Sani iv ' terry Se er Svstem ~ _ 1 ' t~ i - t. ROOF DRAIN ANO DOWN~OUT INVERT ELEVAl10NS SHALL 8E 4' BELOW ~J~ F/q ~ ~ 4 FLOOR ELEVATION. UNLESS OTHERWISE NOTED. BELOW FINISHED ~ = z N
Cm Apnl 3, 2046 the ownership, construction, operation, maintenance, ; 1"` "ti" management, and financing of the Town of Morrisville's water and sari sewer , 4 " ~ ,r ~ • ~ ~ • "t 5' ! 1 , - ~ , D . , / ' 2. BUILDING DRAIN MANHOLE COVERS ARE TO ~ PERFORATED OR SLOTTED. .j F- SLOTTED. W W ~ v
system within the present and future corporate limits and Urban Service Area limits ~ - of the Trnvn of Mans< ills was transferred to the Town of Cary as per the merger , , • ~ " ~ , fi 2 .....389.5 a cement between these two Towms. All water and sani sewers rein deli 1 3 - s I , ~ 389.5 / . - 86.71 - ~ ~ ~ 'I ~ L- ~ ,.,1~`~R~,~-,;~?'1 ~'0 4. . ~ o 3. BUILDING DRAIN PIPES TO SLOPE ~ 1.009: MINIMUM UNLESS OTHERWISE N ~ ; v'~, ~-L.„,_~'Y 4. CUT AND FlLL SLOPES SHALL HAVE SIDE S~.~ES NO STEEPER THAN 4H: o h`~ C'QI A~~.,, ~ , = ~ ~ PROVIDED BELOW:
6i' ~ Ys ~ t and construction shall be in accordance with the Town of C S d d ~ ~ " ~ ~ ~ cry, Lail err i ~ t Specifiations, and the Standard Construction Detail Dratvings. , y i - ~ , : ~ t ~ w , V , : % ~ ,I ~ ~ CA i , a , 1 1 1 1 :RWISE NOTED. iAN 4H:1V EXCEPT AS o o J
~ ~ . ~ ~ 91.7 8 ~ A roved b the Town ~ ` ~ ~ ~ of Ca PP Y ry .M _ 1 ~ ~ . ~ / 5. f ~ .8 I ~ , - ~ , ~ U{`~ 1 Y A LL $ 5 ^ A. SLOPES BETWEEN 3FI: iV AND 4H:1V MAY @E ALLOWED, UNDER SPEq a
s:. ` i ' ti ~ Engineering Date t"e , 1 f r I i ,'y ~ ~ ,i r r •4 ~r w , • 1 I ~ 1, , if 1 f i `I . ! ~ 4 I ( ~ I ~ 1 l ~ ~ ~ ~ 384•~~ - d' AND APPROVED 8Y 1HE ENgNEER, - ~ IF STA8IUZED MATH PERMANENT ~ ~ Z DEVICES OR A SUITABLE COMBINATION OF PLANTINGS ANO RETENTIO ER SPECIFIC CIRCUMSTANCES ANENT SLOPE RETENTION ~ N O
` 1 l 1 ~ i i I f 1 . I( ) ~ , 1 ~ 1 1 ~ ~ j ~ I ~ ~ ~ ~ 9-15-0 , ~ tETENTION DEVICES. a m
~ / ' 91.75 83. I ~ 38 ~ i , i I f , 1 1 , t ~ ~ ~ , ` ' ~ ,i ( , ~ ~ Q 8. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR iPECTOR, THE AREA WILL BE
Owner Certificat><on , - I~ 11 l 1 1 1 I~ f ~ The tlwttarDetieloper hereby caGfies that; aU Town comments ~ \ ~ ~ j - ~ I ~ , ~ 1 ~ ! f I , , ~ I ' ~ 38 .3 ~ 1 f q'; ! ' (n J REGRADED AND/OR CATCHBASINS INSTALLED TO CORRECT THE DRA ~ + ~ C. THE GRADE AWAY FROM FOUNDATION WALLS S'FIALL FALL A MINIMUM HE DRAINAGE PROBLEM.
~ 1.29 have been mcorpaatod Into the Drawings and Spatf icattons, \ e Drawings are in eomplrance with all Federal, Statq Local ~ ~y , ~ ~ ' ' i ~ ~ I .5 383.7 ~ t ~ ~ I / / ~ i j ) 386.9 , , I CON O S A L REF R 0 I ( ! ~ / ~ I"~ ~ THE FlRST 10 FEET. F~R TO , MINIMUM OF 6 INCHES WITHIN ~ U
Standards and Town of Marria~hlle and Town of Cary ~ f (lid' ~ ~ ~ ~ ~0 t ~ i nonce, Standards, Spacificatrona,ernd 1)etaih and the ~ i , I \ , t , , , ARCHIfi ORAL P'' ppN F ~ R~EXAC' 383 )R EXACT I I, ~ ' W D. PRIOR TO 1HE ISSUANCE OF A CERnFlCATE OF OCCUPANCY, THE DE ~N$ OF'~ j ~ ` ~i . ~ ~ ~ ' _ z A VIDEO INSPEC110N OF THE STORM SEWER SYSTEM. (BOTH PUBLIC I~G,I. E~CIT, 4.2, , ' _ SUBMITTAL WILL NEED TO BE REVIEWED ANO ACCEPTED 8Y THE TOW 1`R CK j I i` ~ ~ - ' Q ISSUANCE OF A BUILDING PERMIT. THE DEVELOPER WILL SUBMIT
na•ner has checked the !erns tr? ccinfi p m? that these sro nn errors ~ ~ \ or omissions. The OwnaNeve a haeb certifier and a ea ~ 1~ bP Y 6r 1 ~ ~ i ' to take such action as nuy be required by the Town of ••1 ~ . \ _ ; ' ~ ~ i CTIO ADDMNION OF , I PUBLIC AND PRIVATE). THIS
Morrisville and Town of Cary to correct any errors, omissions or ~ ~ noncompliance with Town of Morri.Nille anti Town of Cary ~ ~ _ ; 3 91 , 4 / ~ ~ ~ ~ - ~ ~ ~ T USE LOP D PA ING I E IT 386.9 - r I r r ~ • 389.01 1 , ~ ~ i POR M S' MPS . N 1'R CK _ \ 1 ~ ~ ~ i ~ 1 ~ i THE TOWN PRIOR TO THE W
+ ~ Ordiitencee, Stands 3 ificatiom. and Details and! a re ~ ~ ~ \ ~ecudon of this construction plat with the cep ' to ~ C ~ `t Pry 1 ~ ~ ~ \ ' 384.8 1 ~ , AR X. D00 S U DIN ~ . asluReEO EA APPRO J , t 7 I 1 DIN ! I ~ ~ ' ; ~ ~ / ~ 7. THE MINIMUM SLOPE OF DRAINAGE SWALES IS 0.50~G.. J J
corrections aad,'or rwiions. ~ ~ 1 ~ \ + i ~ 1 1.70 .0.0189 ACRES ~ I EN 0 ~ t I M E ITY ~ LI 4 ~ • ; ~ ~ COE PERIrNT N0. ~ , ~~~~T~' ~ I ~ ' ~ ~ Q THE MINIMUM SLOPE OF ROADS IS 0.708.
1+ t , . 1` , ~ ~ ' 1 E G ~ ~ _ Owner Date ~ ~ \ , ~ T , C 0 TI N ~ \ ~ ~ , MI- 1479- ,1 l ' ~ ' ~ c SA 2004-2 292 , 4. I / r N~. , 1 ' l I ~ ' I~ l ~ ~ W ~ THE MINIMUM SLOPE ON THE LANDSCAPED AREAS IS 2.07'.
~ _ ~ , ~ ' ~ 1 / I i ` I 1 3 3.8 1 ; ~ , 1 ~ " W THE MINIMUM DRAINAGE SLOPE BETNIEEN BUILDINGS IS 2.0% ; 1 ~ ~ ~ - ~ ~ THE MINIMUM DRAINAGE SLOPE ON TFIE PARKING LOT IS 1.09. yo oz
1 C \ ~ / ~ ~ ~1, ' Revtew Disclaimer ~ ' \ 7. ~ 1 14 \ I ~ ~ 389.16 ~ ~ • t i ~ ~ ~ ~ i. ~ 1 - ~ m THE MINIMUM CROSS-SLOPE ~1 ROADS IS 2.0~.
! 1 Should the Toivri of Morrisville a Tam , ` ~ ~ 4 ~ of Can Earl 1 / .r'• i i ~ ~ I ~ , t , 'h ~ l ~ ~ ~ , , ~ 384. i ~ ~ / ~ I ; , ~ i 4.4 c ~ I tNpj 1'~ , , 1' ~ , ~ 3s o ~ ~ l ~ I ~ ~ 8. THE PLACEMENT OF ANY FIl YAiERIAL MUST 6E CONDUCTED UNDER TH ~ ~ ~ , , ' W J QUALIFlEO UCEN~D GEOlECHNICAL ENgNEER ANO THAT THE TOWN IS P ~ GRADING REPORT, INCLUDING THE CgiRESPONDING COMPACTION TEST RE H ~ t 3' ~ ~ ' / J l ~ ~J r Z V TYPE OF FlLL MATERIAL AND ITS CORRESPONDING PROPER PLACEMENT. ~Lo~ Wiz Boaz THE oesaRvAnoN OF a N z J W J
• + ~ . \ 1 to identy, that the Ownerllkvelc+per has nM ~ 1 ~ , I addressed the cotrutients made by either Town, or Iliat 1~ ! •1 the plans aJid i ~ Spec 6caoon are not ?n compliance with ~ , 3 91 .4 i ' ~ ~ , M , v _ ~ ~ ~ ~ , ~ i 3 7.4 i .i ~ , . NN is PROVIDED WITH a FINAL O ~ o D Q ~
~ ~ respective Tam Ordinances, Standards, ' 1 \ ~ S 'fled 1 ~ ~ 1 ~ r r,; ~ peer oro, and Ddai s whetlier from lac!; of ~ ~ ~ ~ ~ ~ 1 , ,1 / t 1 t t j i .5 f 1 1 ~ , . , , ~ ~ ~ 85.0 ~ ~ , . , TEST RESULTS, CERTIFYING THE ~ o z ~ a ~IENT. I Z z W 'r
1, l discovery a for any other reason it shall in no way r , relieve the OwnerlDeveloper of their oWigadon thacot; nor obligate the Town Morrisville or the ~ ~ -¢--a'" 4 i ' , .385.0 ; r 38 0 , i 3.7 ~ ~ 34. ~ ! s i 384.5 ti • 4 ~ 83.61 : ~ r ~ 4. : 3 5 t
Town of Cery to cared suds errors of omis~aris. ~ ' ~ i ~ t Ezeciidat of this oaistrucdon plat by the Revieiv \ 391..31 .7 3 4. i 7.0 l 383 , Z -
Er?giitest of Plaroia far either Town in no way limits the ibilit of the Owner and E 'ricer respoii: y ngi of ~ 3 91, Q O Raced with d to cam !lance with all Federal ~•~i 4 38 4.3 38 .8 ,~i " ~ , i 8 .0 1 u~ ~ - U ~ ~ 4 \ ` ¦ ~1 ~ ` :184.7 ~ ~ - ` ~ S~ QOU ~NZ
Ststq slid local standards, regtiladons andla ~ conditions. ~ ' ~ / ~ ~ ' ~ ~ 84.3 ti , \ 1 , ~ =O
3 0.4 , 4 _ / 89. o ~ I ~ ~ 1 ~ I ' U m z
w , ~ ~ - \ ~ ' ~ ~ 4. - / ; I 384.3 , / .,r ~ .383.8 I I , ~ \ , / 1 / ~ ~ 1 V r 't 1 tip' 11 ` \ G / , ~a
1/ . E sneer/fns ectorDisclairner ~C' ~ _ • n8 P ~ 3$4.9 .8 _ - r , ~ / 03
~ ~ ~ ~ ~ The esence o o~~ 1 ~ ~ l pr f rho T m of Aforrtsville a Town of ~ 1 ~ ~ Cary Enguieer a Inspects at the wak site shall in no ~ ° . ~ ~ t ~ ~ ~ !r ~ j t t 4,2 ~ r / ~ , \ ~ 'i t 389. _ F v~ / ~ 1 . ~ ~.W a
way lesson the Owner's responsibility for conformity i ' ,l , ~ ~ i i with the Tans and cifications Should t ~ t ~ ~ ~ P ~ he , ~ 383.9 •7 _ , S ~
Engineer a Inspects prior to, dunng a after ti ~ ~ j i , f construction fail to identify a reject materials a wak ~ ~ , V i r ~ ~ r ,
~ ~ ~l ~ i that does not conform with the plans and ~ / I l / r.. spectficattons, whether from lack of dtscot cry or for ~ 1, ~ . • ~ . , .
~ an other re + o y ason it shall to no way prevent later •1, ~ ~ 'p ~ectton and correction of the unsattefactory ~ ~ 1 1 ' E / ~ l ~ 1 ~ 1 HT TRl y~~~~~ ' ' ~ P~' SEE GENERAL NOTES SHEET ; ~ ~ ~ i ' 1 i EET
materials or wak when discovered. This is also true ti ~ ~ . , 4~. Z if the wak has been accepts! and is currently being ~ ~ , + maintained b the Town of Morrisville or Town o ~ ~ . ~ t,. . `~..~;y--y~_=..:~~ ~ ; , ' ; , ~ PLAN NOTES .,,r _ , - ; ; , FOR GRADING "ES Z
Cary, The Owner shall be responsible fa correction , , ' ~ ~ ; ,v ~ of all wak that does not conform to the lens and 1. •.,..._.j, 1 'fl. t , tiY i %J I• ~ 1 iii l
P ~ 1 ~ 1 .•I i specifications. ~ \ 4 i I I ` 'i \ i + , ~ '1 ~ / S / 'i nano ~ ox ?'.~~.v~ ~ r r t . ~ , ; - I ~ 0.0443 ACRES APPROX. \ . \ t.... o
•i i ~ S ~ ; j ~ 4•\ \ . , - ~ ~ ~ USACOE PERI~T N0. , r.. ,:;Y, ~ Z g QCL
I ~ f ` + .r Construction R uirements ~ , ~ a1 e9 , ; 1 ~ 1 w...,....-.. _ ~ ~ ~ SAM~1004-21479-292 ~ _ _ ~ 0.00 SETS \ ~ 28z) _ s~e~ ; - ~ LEGEND
All public and private work including brit not limited to ~ ~ ~ ~ ~ watermains water services sanit ew r ~ + ~ cry s e s, sanitary sewer t a (D W
~ ~ ' services, storm sewers, drainage systems, roads, sidewalks, ~ ~ ~ , 1 parking lots, site gtadtng and landsca to shall be constructed ~ ~ t I 'f, i • , r' ~ •'r / ~ ~ i ; ~ ~ Y ~ 111 1 1 .REFERENCE PLANS BY ~ ~ ~ ~ z a
O p g / in accordance with the Town of Morrisville and Town of Cary ~ ~ ~ ~ ~ f . ~ ? V'!.~ ~ ,ref M / / ` / ` "'i ~/~f{ r .:w~ . 1, . CORE STATES ;?~16 ~ , ` T~ •9 TOP OF CURB SPOT ELEVATION NATION p
Ordinances Standards S ecificatians and Details that are 9EF RE Y ' ~ .t ~ ou of G P 1 , , applicable. No deviations from the Owner/Develo er's + ~ 1 ~ / cam " • ' - ~r..rS.d..rr.-w.. ? ,~4~•.4-f•-4-,.. 1 ..~.~...+A..+.. ~ • ....,,r ^ .~.:~AI~' y V , , ~ i / ENGINEERING UNDER _ f j~5 , ^ sus. TOP OF PAVEMENT SPOT GRAD SEPARATE COVER . S~ , ~4 - Q Z -
Submitted laps will be allrnved unless written a rover! from P ~ ~ i the Town of Morrisville is received, aloe with ermission ~a \ I ' g P ~ ~ t ~rr t~ ~ ;,~.,,r,.,r J v~.T• ":-..f~<,::'r . 1 - ~ '`p n J`•+~, e t v \ . ~T GRADE ELEVATION <
from the Town of Cary for water and sanitary sewer ~ ~ 0 ~ ~ ~ ~ ~ 7 _ ~ deviations. All Public and Private Easements shall be N, ~ ~ ; . ~ ~ / l' CONTOUR ELEVATION ~ Q
recorded nor to floe! ace ranee ~ p ep by the Town. ~ ~ .ONE-CALL CENTER ~ , r ' PR ~ ~ • ; ~ ~ 3,~•..,' ! ~ ~r .,,;,,rte" % , / yam,,,,,.--- ~ • r , a~•..., "`1' y. \ ~ ~ ' <y, ~ r . . - ~
rnst~E Law.. , ~ i ~ IR ~ + , J~~~~/~.~.~• W T / • , • i . 3 ST'- STORM DRAIN
~ t l i~ It ' M •`w.. + f . ~ ~ J" / r , is ~ ~ t 1 r.
w ` O ; / ~ S i 1 ~ , i ' r ~ 1 ~ I ` _ , - - - 6UILDING GRAIN PIPES F
t { to \ ~ O~_ ! / I \ ;y ~ . ~ ~ ~ C1-~ ~ FLARED END SECTION
1 1 ~ ~ ~ ~ , tV • 1 1 t\ . ; ' ~ r~s_ DESIGNED BY: JWA
i I~. ~ ~ + ~ TLJC ODCC['Alf+[ AC /~DN 1?111W~TL'~ c+uru u n nr us~nan i~rn nu ur. nnr? r~~ ~ ~ t , 1 R ~ DRAWN 8Y: JWA
M n~ r~~xn~ yr vnwiiunnicR JnWW OC l11911VIt'AIW VIV irnzo rrcudml. ~?t+ V'A Ijj, Vn 1 V1 1 V"%itII
CONTRACTORS BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM. '?i "te'a'. `•v \ ' 'a \ .......ti.._.,..»...~._.,..._..........._.~..~...._._........_.~.. ..1~;t~\,`^~•,.~`+~ '\~.,,\..,ti~ 'jai ' 7 .;;~•y:s:~... ii li "M''!~1 CHECKED BY: ALW
DROP INLET •4 1 li DATE: 04-26-07
~ GRAPHIC SCALE 6:w~; ~ \ 390 `yv ~`~.\..,;4`....~ `'',w.,,•; , tom, 7 _ MANHOLE
as I so 0 JO AO 120 240 -
40 •i . \ \ . 1 ' 1' ` \ Y;,nl STORM DRAINAGE CLEAN OUT N OUT PROJECTf 015476039
\ \ \ ; .:t 30- ^ . i
ER FEET RIP RAP APRONS
a 1 inch = 60 ft. f. WMm3
41 THIS DOCUMENT, TOGETHER TH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF VICE. IS INTENDED ONLY FOR THE SPE "HE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN ~ x t;
AUTHORI7ATION NC} AMAPTAII nAPTA110N RY KIM FY-WORN ANA ARROMATFR. INS. RWAI I RI•- vATNnl IT I IARII ITY Tn uiui GY-unQti ANn ACCne- ATCC iNr

i
i + Morrisville Project Owner Certification
Town of Ca Utilit ~ A oval ~ ry ) pPr ` ' i Review Disclaimer Engineer/ Inspector Disclaimer Codstructioo Re uirements 9 The UwnalDeeeloper haeby satifiea that; all Town comments Should the Town of Morrisville a Town of C faril
Water and Sanitary Sewer System i ~ On April 3, 2006 the ownership, construction, operation, maintenance, , ~ management, and financing of the Town of Marisvillc's water and sanitary sewer ' have been into sated into the Drawi and S ifications The prescncc of the "f oovn of Momsn'Ac a Town of ~ "gs ~ ~ to identify, that the ownerlDevelopar has not Ca En sneer a Ins actor at the wak site shall in no All' public and pnvate work including but not ltmtted to the Drawings are in compliance with all Federal, State, Local ry g p addressed the corrurienta made byeither Tawn, or that way lessen the Cnvner'sresponsibility fa conformity watermatns, water services, sanitary sewers, sanitary sewer STORM DRAIN SCHEDULE
' ~f N F system wtthtn the present and future corporate limits and Urban Service Area limits ! .C of the Town of Morrisville was transferred to the Town of Cary as per the merger BEDFORD I C L LC Standards and Town of Morrisville and Town of Cary the plans and Speci6ation are not in compliance with (hdinancea Standards S cations and lletaih and the with the plans and specifications. Should the servtees, storm sewers, drainage systems, roads, sidewalks, > 1~ ~ respective Town Ordnances, S6rridards, Engineer a Inspects prig to during a after at lots Site adin and landsea in shall be constructed (hvna has checked the plans to cnnfitm that there are nn earns Specificatiern, and Details whether from lack of ~ P ~ $r 8 p 8
1 ~ agreement between these two Towns. All water and sani sewer tam desi ~ @n DURHAM CO. PIN 0747.04-60-1997 and construction shall be ut accedence with the Town of Cary, Standard or omissions. The OwnarlDeveloper hereby certifies and a es discovery a for arty other reason it shall in no way construction fail to identify or reject metaials or wak in aCCartiance with the Town of Morrisville and Town of Ca J~ ~ to take such action as may be required by the Town of relieve rise OwnerlDeveloper of their obligation that does not conform with the plans and Ordiaanca Standards S ifications and etail that ar pec D s e PIPE OUT Kimley=Horn
~ S ibcation and the Standard Construction Detail Draw' OB 2902 PG 657 1~ s, mgs ~ ; Ivkrrisville and Town of Cary to correct any errors, omisaior~ or thereof nor obligate the Town of Morrisville a the specifications, whether from lack of discovery or for , Torn of to carets such eras a omissions. applicable. No deviations from the thvner/Developer s norr•complrance with Town of Morrrsvrlle and Town of Cary ~Y any other reason it shall vi no way prevent later STRUCTURE RIM INVERT FROM INVERT PIPE OUT DIA. PIPE ID ELEV. IN NODE OUT LENGTH (INCHES) S~OP 1-FE 358.50 354.00 2-CB PIPE OUT and AInc
A roved b the Tovvn of Ca , • Pp Y ry - m F,n inecrin \ ` Ordinances Standards S ifieations, and Detaib andla ro- Execaition of this construcaion plat by the Review re•ection and carectiai of the ttnsatisfact Submitted plans will be allowed unless wt7tten approval from ' ~ E 'ricer a Planner fa either Town in no wa ~ limits ~ ~ execution of this construction plat with the appropriate ~ } materials or wak ivhen discovered. This is also true the Ttnvn of Morrisvtlle is received, along with permtssioti SLOPE TO NODE 4651 CHARLOTTE PARK DRIVE SUITE 300
8 8 Date ; ' i r ' a ~ corrections and~'or revisions. the responsibility of the Owner and Engineer of if the work has been acre red and is currentl bein from the Town of Car for water and sans sewe Record with r and to compliance with all Federal, p y l3 y ~ r NSF maintained b the Toim of Morrisville or Town of deviations. All Public and Priva state, and local standards, regulatioris and/or y tt CASementS shall be . EDINBURGH PLAC N /F GH PLACE IC LLC 2-CB 371.50 368.3Q 33-JB 354.30 60 54 0. PIN (0747.04-61-9190) CHARLOTTE. NORTH CAROLINA 28217 0.50 1-FE PHONE: [phone]
~ ;.~.1 t ~ ,,'I conditions. Cary. The Owner shall be responsible fa correction recorded prior to final acceptance b the Town, y DURHAM CO. PIN 0747. of all wak that does not conform to the plans and Owner Date specifications. OB 2902 PG a zsoz Pc 354.50 3-CB FAX: [phone]
'f 1 Town of Marrilsv~lle , . 1 3.62 2-CB 2007
En >!neerm & Plannm Fees Paid ; n 8 ~ g \ ' Yt ~USTRIAL WAREHOUSE) 3-CB 371.76 359.54 4-CB 359.34 134 54 3. PROPOSED RETAINING 4-CB 371.81 361.29 5-DCB 361.09 309 54 0. WAII. 5-DCB 370.80 362.70 6-CB 362.5Q 243 54 0. 0.50 3-CB
N T R . R Infrastructure Yes loo Comments . , ~ r l~ N 0.50 4-CB r r r r N r
F es W e 6-CB 376.80 366.95 11-CB 363.75 210 54 ~ _ p 363 95 7-CB 0.50 5-DCB CARP
Town of Morrisville . ; ' ~ ~ \ 4._ f ~ Y`.. ............r. . . ~ i ~ . Y.. . I ~ .S _ ' , ' ` \ i` 7-CB 382.42 368.18 8-CB 364.98 205 54 0. - / ~ ~ ~ ~ ~ ~ 365.68 10-CB
Released for Construction : : ~ , - l_-- - - - \ ~ - _ , 0.50 6-CB •
....--TC (sl nature re uired g ) q . -TCE TCE.=_._. ='fCE~- ~ - ~ ! , TCE TCE TCE TCE
~ ~ tt~nr¦¦i ' r 2. 1 7 , 3 2 2 ; - ~ ~ / I • . 8-CB 381.78 378.1 Q 9-CB 377. ~ 126 18 7. ~ ~ \ ~ 9-CB 381.40 - 378.20 20 18 0. 7.71 7-CB
Date ~ ; 0.50 8-CB G tic i NEB
, . s~.euno.4u,~. r& U ::y m~~. .n o.•Uhro ri Lmrril~ v.r.,x>aha.. , .rp a avow 1. x, '.J•. ...x' v t , ...vvwr;~ acrt7a~ ' lJ . K::,R'OCS+7F!q'~' . nq~v1C1•Y+Yw>. ~ j . . . . , r, l' ' ~ 10-CB 383.20 365.88 39-CB 365.78 21 48 0. . ~ ~ 11-CB 376.77 370.10 12-CB 369.90 122 18 2. V c 37 . ~ ' ~ _ 37Q 10 13-CB 0.50 7-CB ~'~ST 2.41 6-CB ti L . ~h,•`~
1 ~ . ~r ' ~ ~ l i r,. F fl Jam.. ' _l r .~MJ. ~ ,y.. ' ~Y ~ Ft111 7 r t ~ j, , I I I ' 5-
382.9 F• .u 1 ~ ET FW F W - : F It F V, F~y~r..... A...~,..«. / r ~ ~ i .T E E-T FW / .6 37 sT Y ` - ? ! ~ . - 12-CB 376.76 - 373.56 121 18 2. j / ~ 13-CB 374.04 - 370.84 148 18 0. l , 1,40 7 2.86 1 'I -CB
i ~ ' ~ .1 , 1 - 1 382.5 , ti ~ , ~ ~~~w , 5T 371.99 t 2.6 7 .9 37 r ~ ~ ~ 0.50 11-CB PERMIT SET
t ? .3 ~ ,Ili{,, ` ~ , 7 ~ 372.6 1 3 ~ r 3.0 ; - 14-FE 358.50 354.00 15-CB -
u, , c 1 i . \ , L.- , 79.7 / 37 .9 373. .0 r / ~ ~ _ 15-CB 370.94 354.43 16-CB 354.23 46 54 Q. ! _ , 0.50 14-FE PRELIMINARY
~ ; i j.. ~ ~ i I~`' ' ! r ! ~ 372.0 _ 71.8 - . - 356.93 35-JB NOT FOR CONSTRUCTION
I1 \ i IIII ` ~ ~ ©WALL S . , , . ~ , DRAIN ~ , ~ ~ ~ 357.43 32-CB
1 r rr, ,111, 376.61 ~ A / 7 3 4. 7 ~ ~ ~ i~ 71.95 ~ ~ ~ - ' ~ ~ 16-CB 371.53 356.73 17-CB 356.03 188 54 O. - 17-CB 372.00 357.33 18-MH 357.13 79 48 O. . , ^ ; 0.85 15-CB
'i' ~ 'i'~~' ` '1 r 1, . / . 18-MH 365.00 358.00 19-CB 357.80 95 48 0. 3~t. ~ ~ - 19-CB 371.45 359.64 20-MH 359.44 ~ 48 1. 0.50 16-CB 0.50 17-CB
~ } i I~' 't , 1 ~ , I 1 I ~ 1 i` ~ 'w-'"' ~ ~ ' ~ • / / ~ ~ ~ 1 1.49 18-MH
,1 ~ ~ 77,0 7 3 4 ~ ~ / ~ 374.16 71.06 ~ 1. ,..A~ T / , . - ' 372.7 ~ ~ 20-M H 370.76 360.29 21-CB 360.09 91 48 0. 371. _ 0.50 19-CB
1, 380.16 ~ ` 382.10 ` ~ ~ ~ ~ 374.01 ~ 1 • ~ . ~ v ~ , 374.01 - / , , J ~ r / . ~ DRAIN ~ ~1~. ~ . ~ ~ - ' ~~W 21-CB 369.00 360.81 22-DCB 360.61 63 48 0. 363.31 3&JB 0.50 20-M H
1( t • ~ '',.1 0.0 I l - ~ ~ ~ l 'I ~ ~ ` ;r.r r ' ~'.N,. /''i'ce 7 .6 _ _ 71.99
, •.381.60 - ~ ~ 1 s ~ I \ ''1, ~ F i, 1 ~ 6 a{ % . ! ~ % 1 / ~ ~ / , l ~ / 3 ~ ~ / 22 DCB 368.52 363.52 23-CB 361.52 143 48 0. 370.9 ~ ~ / 0.50 21-CB
~ \v I ~ ~ r' ~ ~ I i i j .c••. ~~o- 1 362.02 26
1 ~ , ~ \ ~ i I ' '1 ,t •'t ~l i ~ t i } f . 23-CB 368.85 365.15 24-CB 364.95 105 24 1. i 2. ~ . 1.36 22-DCB
~ 1 , . ~ it 1 1, t ~ ~ ~ ~ ~ ~ ~1. _ ~ i 373.0 _ - - ~ , ~ / i i ''',1 ! ~ ~ ; / 373. ~ , - . ~ ~ 369.90 366.48 25-CB 365.98 117 24 0. 0.71 23-CB
1 1 , ;1, 3 `1 1 S ! ~ / , } ~ i ~ / 3. .372.9 ~ ~ ~ _ - 0 CB 371.00 367.80 71 DI 367.60 224 18 0.50 24-CB
5 11 77.0 ' t ~ ~ ~ i ` 1 l 1 1 1 I ~ f / . 1 I, 1` 1 1 1 1 / . ~ ~ ~ ~ ~ ~ 371.00. ! ~ . / ~ , / 1 / 373.0 ~ ~ , / / i , 370.41 363.91 29-CB 363.71 128 42 1. - , ~ - 365.41 27 DCB 1.32 22-DCB
1 1' ~ , n `l` 1 ~ 1 ~ 1 v1 l1 t ~ r, 1 1 ` •l 1 , •1 1 ~ 1 1 I 1 1 1. 1ti ~ ` ; ~ 1 ',1 ~ i 1 1~ 1 ~ ~ i' ; 1 , . t , 's ~ t . ,r 1. ~ , 1 wv / r , . I % 1, M ~ 27-DCB 370.80 366.52 28-DCB 366.32 142 24 0. . w 0.64 26-DCB >
1;, ~ 7. ~ 374. ' ~ ~ t t 374.2 f ~ r ! ~ .,..r 1, 7„ . , / ~ / ~ 2&DCB 370.80 - 367.10 117 24 0. ' ~ ~ , _ ~ - ~ ' ~ / _ 29-CB 372.80 366.30 30-CB 366.10 211 42 1. ~ ~ ~ ~ ~ ~ 30-CB 378.93 373.62 31-CB 371.42 243 42 2.1 0.50 27-DCB w U)
, ~.37 .0 ~ 77.4 ~ ~ - ; 74.2 I ~ ~ r i ~ i i ~ . ' ~ ! I i 1 .2 1 - ~ l ~ ~ 1.04 26-DCB z z
i'.. i ~ ~ \ ~ 1 / ~ ~ ! c / / ~ i ` i \ / ' f ~ J ~ o 2.11 29-CB cn
~ ~ l-~::~ a ~ . .i ' ~ • ,Ir ` 1 ~ ~ ~ i ~ ~ • 371.62 54-CB 371 3 I , ~ _ - pRpppgED,.RETAINING._ _
, n • ~ . ! / ~s' / r` / ,r,,, , 30 30 18 8.. 379.50 376. U) w 8.93 30-CB
f ~ . / ~ it ~M•' ; ~ ; i' 1 ~ ' / I ~ ~ , :51~ •~..:,w,,.1;~; r..,: 372.71 ~ ~ . ~ / l ~ ~ ~ f , 32-CB 371.54 - 368.34 120 18 9. 33-JB 372.80 369.39 34 JB 369.19 35 18 9.09 15-CB
f ~ 372.9 I 34-JB 372.80 - 369.60 43 18 0. i ~ ~ 2.53 2-CB 0 W
3 ~ 5 ~ , , \ \ l ' ` ! . . \ ; r / ~ 9150 - - 372.9C 71 ~ ~ - , ! , - _ 3 .08 . 2.8 ~ , ,i' r / ~ ~ - ' 0.50 33-J B o
1 \ \ \ t \ 373. . , ~ ~ ~ ~ ~ i i ! , / , ~ ; 37o.s ~ . - - r ~ , ~ ~ / i / ~ / , - . 35-JB 372.66 368.60 37-JB 367.90 117 24 9. - D , _ , 368.10 36-JB 9.38 15-CB
. 6. > ~ 1 ` _ 4 , \ ~ ~ ~ ~ ~ \ / 70.41 , 372.2 _.I,.,. , , ~ ~ i ~ , ~ , 36-JB 372.80 - 369.10 200 24 0. ~ ; CO
~ ~ ~ ` i- C~ CTOR~H LL REF R'T - ~ r r 373.0 R TU L S O T , ~ / ' ` . ~ . , _ 37-J B 372.25 - 369.05 80 18 0. ~ ~ ~ ~ z 0.50 35'J B
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~ ~ ~ 1 c ~ , i Y 1 . V IB SL E W ~ EXIT ~ ~ - ~ TC 7 ~ ~ 3 2.90 , ~ I RAMS RUCK r--~' , ~ _ , ~~A~,.: : j ABBREVIATIONS
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. 373.8 ! / \ 1, r ~S i , D - 8 1~1E S C TI ~ E ~J - ~ TC 37 .90 i TC 372.9 ( ~ ' , ~ / - - US FOUNDRY 5181 FRAME/HOOD ANO US FOUNDRY 6003 GRATE (W/ MAX. IF= W ° J ~
37 • ~ ~ NTRA C C~ATi ~ ~ f TP 37 .90 ~ aNS., T .9 TP 7 \ 2 , r 1 37 _ . ~ 1.125 (MATE OPENING) a ~
' ! A\ \ \ 4 ~ V ~ ' t ~ 4 2.2 ~ ~ 1 1 D 370.15. .,....i<. \ ~ i . s 373.0 ~ ( / i ; ~ / DI NCDOT TRAFFlC GEARING DROP INLET S1D 840.46 (W/ H-20 LOAD RAlEO 09
~ ~ i \ . . - ~ ' 373.0 ~1 / r / 7 ; / 2.9 ~ ~ ; GRATE OPENING AND 1,~( 1.125 -INCH GRATE OPENING ~ , O ~ N
~ ~ • ~ ~ . w, i \ \ .rte r.,^ ' ~ .x!37 37 .6 / ~ r~ . 0 _ ~ ! f ~ i t ~ n ~ ~ / t \ 4er~ 1 1 ~ 373.0 I T 37 - 72.9 ' t~ ~ ~ ~ / MH NCDOT TRAFFlC BEARING JUNCTION 80X STD. 840.46 W/ H-20 LOAD RATED W :o ac. z~o w
l ' v ~ v ~ ~ ~ ~ 71.6 3 7. 5 . 2 ' i f ~ l , . ; ' ~ / ~ i • . ' 69.4 - ' - FRAME AND COVER / / r _ ; , ~ HW NCDOT PRECAST CONCRETE HEAD WALL STD. 838.80 a. U) ce)
- ' _ ~ 3 71.1 7 .75 - ~ r. .4 , ; fl TP , 75 - r ~ ~ ivy f - DS = DOWNSPOUT, REFER TO ARgi/MEP PLANS FOR DOWNSPOUT BOOT DETAIL O=ZN
' ! I ~ ~ ~ T 372.41 ~ ~ - } ' 14 ~ ~ r' ~ - ~ ~ wv 1 7 .7 NEU52 B~fFEP ~ CO = STORM CLEANOUT SEE DETAIL 50~ fi(IETL'1iHQ. ZoNe 4 ,,G._; .
~ 5 / \ ~ "r U, is ~,a. . . ~ ~g~~ . - CS = CON1TtOL STRUCTURE (WETLAND POND OUTLET STRUCNRE, SEE DETAIL SHEET) wwa~ EET) o w w J
r .~ri. d ,j ` , \ , A, .ems " / 'TP 372.41 ~ P .5 ~ ~~.w-...1.~-.,;M..~:~ a~:~ ~ TC 372 84 1RUC ~ - / ~ TW = K WELL ~2AIN REF: ARCH/MEP PLANS)
, v 0 6 , . 1 ,,l _ . , / ~ r . , . - ~ FE = fLAREO END SECTION i ~ _ . - _ DCB = DOU6LE CATCH BASIN O°ojlw-
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. i t7 ~ •.x,14' r ~ rrII .^w. • ~ t { ~ ^'f ~ ~ il, r . ! ~ ^ %~,.,.4.,.,;.,.; t r ~ ~ 4 t ~ ' a r' . i r ' 4 • r ~ ~ ~ , r .d.. 1 ' , , ~ ~ , 1 ~ ~ .r T~~``'~' ' ~ 1. ROOF DRAIN AND DOWNSPOUT INVERT ELEVATIONS SHALL BE 4' BELOW FlNISHED
0 1 'l', b •."!~r...ti \rl,.«~~~.. tb..~:ir.~.r ~,.~...~.,:.4L11.M+~--......a,r:.._.~.......•..i..w.....-.~~. :'~:,.~L: •'....:r:i~.~ •~,'r'.'"^ ~...~I .r....._ Imo.-"w-.~~ + r . ` .y ~ 4 rte rM Iirr ~ -r' / ) f~;,•. 1.'~~.. / y ! .::i~.~ ~ ~ .~,:.L'•I,C::.....+.:.ai:.~:~.d: ..t-..:,....+,..-.•:,.,:~.. '.L_. • J ~ Il~~ r ~ . ~ ~ r ~ / yY ~ ~-r . ~ . ,max. -'~-.;-)f i'' ~ I~ ~A ~ ~ ` ~i FLOOR ELEVATION. UNLESS OTHERWISE NOTED. _ - \ ~ ~ 2. BUILDING GRAIN MANHOLE COVERS ARE TO BE PERFORAlEO OR SLOTTED.
• / - i . ~/i r ~ ~,~,,,..n a ~'n`h . ~ ' , ~ ~ ~ 3. BUILDING GRAIN PIPES TO SLOE 0 1.OOX MINIMUM UNLESS OTHERYNSE NOTED. UA
w / !1~y. n ~ \ sr:~s?'.'~+tu?F~:?~.~..:%_~- ..:-::.:-_~i?'c?sr«-~»"~fis ~ aae~~~.. • { • A alai, 1 - 4. CUT ANO FlLL SLOPES ~IALL HAVE SIDE SLOPES NO SLEEPER THAN 4H:1V EXCEPT AS r as J
I ~ I ~ ~ PRONDED BELOW:
/r `~">P' ~ 'r' • 'ice'' ~":w'4.•' .l!' .'III-•!..., li'~ ~'w"' "~.'^..,r'v++ - _ 1 ' ~ " ~,c~. ' `y A. SLOPES BETNIEEN 3H:1V AND 4H:1V MAY BE ALI.OWED~ UNDER SPECIFlC gRCUMSTANC ~..,c\ VED BY 1HE EPIgNEER, IF STA81UZE0 WIiH PERMANENT SLOPE RETENTION DEVI ~ a. ~ UTABLE COM~NATION OF PLANTINGS ANO RETENTION DEVICES. IMSTANCES AND ON DEVICES OR A y~ z o o Z
~ ' w 'r , ' ' . . ..n. ~.r 1 " 1-~ww~r.~L.J..~. .r.w~r.i~....!'..-.mow i M ~ w~." „LL• ~.s.,F~ - .:,s • • p S.r~ ~Y.':...~.: ~....d~..::».r.r ~1~~ f~lR7- ~ . '+~+~-ro v'•-~+s-....~'--'sue o «rr'-•-^~tr' ~a~~~T ~v ~r''~~,,....t,~ ~,......~„i, e*,:~r ~.er+ / , - 1
. '7 ~ ; ~ ~ ~ B. NMERE 'STANDI WATER" IS DISCOVERED BY THE TOWN INSPECTOR, THE AREA WILL :A WILL BE ~ ~ v ~ O
k..,. ~ • V ..ice y ( r 7 ~ , w. Jam, " - ~ J ~ , ~ ~ _ REGRADED ANO%R CATCHBASINS INSTALl.EO TO CORRECT 1HE DRAINAGE PR08LEM. ~ (0O JWJ
i / ? ~ ~ , ~ ~ j /y"' C. 1HE GRADE AWAY FROM FOUNOAi10N WALLS SHALL FALL A MINIMUM Of 6 IN(~IES WIT ~ DIES WITHIN THE O co ~ ~ Y o
+ - _ . ~ . D. PRIG TO THE ISSUANCE OF A CERT1FlCAlE OF OCCUPANCY, TFIE DEVELOPER WILL SU BUFFFR WILL SUBMIT A ~ C ;(n o
. , VIDEO INFECTION OF THE STORM SEWER SYSIEM~ (60TH PU6UC AND PRIVATE). THIS z m U
..r AN ---.-.~,~L_ _ _ 8E REVIEWED 0 ACCEPTED BY THE TOWN PRI~2 TO THE I . / _ OF~AIBUILDNG PERMITT~ ro THE ~sSUANCE m w ai a _j ~
Q' ,rr i b' n , .H A 7 ,N dl :r y. l~ `,b' S. u, ~ ~ r,• • _ t i ~~r is 4 ^?.,.,,,.,,w•,~ ,a " . ``Mp lti. " ~ Q 1 ~ . h.n~•7'~ W i I - / - ~ - y 7. THE MINIMUM SLOPE OF DRAINAGE SWALES IS 0.50.. JOB `0 ~z
. A.. W.Y.. \ • j'\ ~ ~ t ~ ) err ^ f~ w~` .,tl ~ ~ 7. • H r. b ~ 1 ! ==nn rr r - , , Q . 1•~~ ~J l • °~w~_ ~1~1 / t ~ / _..r~ / . ~ ~ , ..w ~ s ~ ~ LF€R 0' YYETI.ANO BUI~F€R~~ - ~ ~ - THE MINIMUM SLOPE ~ ROADS IS 0.7070.
. .r.. . ~ . 1 Z ' •y •i/0.' q _ I• a. •V~ • , "J/%/ I ~ • • • ~ . ~ r Tom. . ~ r> . ~ , ~i _ - THE MINIMUM SLOPE ON 1HE LANDSCAPED AREAS IS 2.0X. _ . _ ! / \ THE MINIMUM DRAINAGE SLOPE BETNIEEN BUILDINGS IS 2.0~. (A _j z~
~ ~ ~ 1 ~ ~ ~ ~r r ~ J J 1 t % ! ~ Jr ~ _ r` / r'""~.._~ ~ ` ~ GE SLOPE ON 1HE PARKING LOT IS 1.0~. INIMUM ORAINA
~'F " ri ~ ~ r S ~ t ~ / • / / t ~ / ! ~ t THE MINIMUM CROSS SLOE OM ROADS IS 2.0X. Q
f s' ` ~~r I f •h ~ a\ r / ~ - E IACEMEN OF ANY FlLL MATERIAL MUST 6E CONDUCTED UNDER THE ~SERVATION O _ , nnoN of n ~ co
~ ' QUAUFlED LICENSED GEOlECHNICAL ENgNEER AND THAT THE TOWN IS PROVIDED WITH A Fl ~ ~ gtADING REPORT, INCLUDING 1HE CORRESPONDING COMPACTION TEST RESULTS CERTIFYING NTH A FINAL a
I % ..+•r ! r ~ ~ ~ I ~ . ' ~ ~ TYPE ~ FlLL MATERIAL ANO ITS C~2RESPONDING PROPER PLACEMENT. RTIFYING THE
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..,w. . - / ~ i ~ ~ r ~ ~ , ~ ~ i ~ ~/`r ~ i ~ SEE GENERAL NOTES SHEET ~ ; ' ~ ~ FOR GRADING PLAN NOTES CALL 1800 6324949 N.c,, Z Q ONE-CALL CENTER
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/ ~ ~ ~ ~ ~ r ~ : ~ v ~ ~ ' ,''r ~ I v, ~ ~ r ~ ~ > ; ~ , i, ' ~ \ 1 ~ / ! ~ !r ' - €ASEMENT r - , ~ ~ ~ THE PRESENCE OF GROUNDWATER S~IOULD BE ANTICIPATED ON THIS PR i ! / ~ . _ CONTRACTOR'S 8iD SHALL INCLUDE CONSIDERATION FOR ADDRESSING THI THIS PROJECT.
S s ~ ` 1 ~ • ~ ~ , >SING THIS ITEM.
O r ..._•.r............._...r,... \ 4 ~ ` r ; i
~ Y / r / 1 ~ ~ 1 t / ~ ~ ~ s , / , ti ~ ~ / ~ / i / ti ,r ~ l ' ~ ~ _ ~ ,i j` ~ ~ ROCK NOTE / ~ ~ ~ ~ ~ 1HE PRESENCE OF ROq( (AS DEFlNED IN THE S~TEVYORK SPEgFlCAl10N) F
• t 1 ~ ~ ~ / , it ~ f r 1 r i 1~ ( ~ \ ~ 1 , i i / / j / ~ ~ ~ _ BE ANi1gPATED ON THIS PROJECT. CgVTRACTOR'S BID SHALL INCLUDE CATION) SHOULD ICLUOE DESIGNED BY: J~/q
r D r i r I ~ r ~ / I t 'i i ~ _ ~i~ CONSIDERATION FOR ADDRESSING THIS ITEM.
r ~ ~ ! ~ ~ DRAWN BY: J WA
$ LI -cu I ° CATCH BASIN / Ir . CHECKED 8Y: ALW
r / I /
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1 I i 1 I ' 1 r' ~ ~ f / 60 0 30 60 120 I I I - - -M 240
I I-ml-l QQ MANHOLE J f 1 ~ I f i PROJECT#: 015476038
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ALONG FLOV~-~.I N E OF • I r ~ GUTTER TYP - ~ l Z W
80, 6 ~ ~ 1 J ~ ~ V . \ Town of Morti~vilk Engineer/Inspector Disclaimer Morrisville Project GRADING AND DRAINAGE NOTES: k Project
~ / • i • ~ ~ • En~in~e~ing & Plamin~ Fees Pdd Town of Cary Utility App Yea No Commrnfs The preeatce of the Tows of Morrisville or Town oCCuy tilityApprwal 1. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS
..^•wr • ~ ~ ~ r / / < . ~ In$sstmcuhe Engin~r or Inspector at tLe w~mlc dte tali m no way la~en W~fa And 3enitery Sewer 3yatem ~'sr~? 2. SIDE SLOPES OF 2H:1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS.
~ ; ~ ' . a ~ Fep the Ownda reapon~ibilily for ~wntornrity with tha pLoe end On Apm13. 2006 dte oamaahip, conatructioo, op • ~ ' ~ . g~u~ ~ m ~ manegmmt, end 6nencing of the Town of Morrisv . • • • Tavn of MorrisvWe diuin8~ or atTer coa~truetiaa~ fail io identify or reject materieLi xwc ay~oem witltin the prexnt and ftitive cotpora RdEae~d fOr CYO/1ritCties or work Uut doa not conform with the plans and 3e~vice Area limiu of the Town of Momwilk wa specifications, wLetha from Lck of discovey a for eny of Caq as p~ fhe meraQ agreattent 6etweeu 9ia other reason, it shall m no way prevent Lter ngection and and ~nitery sewer ryafem design and conspu~tion conection of the u~factory meoerials or worl~ whm with tLe Town of Cory, Statdad, Specificalione, ~ (signature ra]tdred) discovered. iLis is also fire if the work Les ban accepeed Conadustion Dotal Drawings nictioo, operation, maiutamatoe, nofMorrisvilk~.wsurenaseniony 3, WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR THE AREA UA J
1 , r r ~ture cotponde limit god U~b~n oni.,viuewaeaamfandwmeTown WIU. BE RE-GRADED AND/OR CATCH BASINS INSTALLED TO CORRECT THE J
7. 39 7 d~~T~~~ DRAINAGE PROBLEM, ~ oc
f r"' ~ / Jonstu~tion dull be it ~ocmd~~noe "c~`°°°,"°du~es~a~a 4. MAINTAIN 2R SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK
f i and is cunmtly 6ela~ m~ingdued by the Tows of Moairville A roved the Town of or Town of Cay. The Owner ~dl be respons~bk for AP by PRIOR TO TRANSiTIONING TO STEEPER GRADES. ca OD
01 it II 381, 7 e Town of Cary Q) Q oz z ~j ~ -
/ .r' r 380. / conecdoa of all war 9uR dos not conform to tLe p]ou emd 5. SIDE SLOPES OF 2.5H:1V USED ADJACENT TO WETLANDS AND STREAM BUFFERS N0 0:
~ 380,fi3 i ~ ~ 380.11 Date / ~ D•oe 6. REFER TO EdtSC PLANS FOR STABILIZATION MEASURES • z ~aa 0
r' ~ / / f ' 7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY Z C9 C) z LLi H
~ l Revaw Diecl~imer ADEQUATE BALLAST TO PREVENT FLOTATION. ~
3 1.07 Couatraetioa Requiremmb Should ~a Towa of Moaisvilte a Tmvn of Cery fad w identify, Owner Certification / t6et the Owner/Developes hesnot eddressadthe commrnis made ification ~0 o0 ~Z
r' 1 ~ All pnblle:md privets wnilc ineladit~ but not I~ibed ~ by eithc Town, or that the Plain and Specification m not in The Ownc/Devdopa herby catiRa thst ali wat~aius, water sources, swlhaY sewers. wmihaY a~eW'a complimce with respective town Otdinamces, SUndreL, love butt v~coipora~cd into the Dmvinga aid Ra thst ali Town commads CO ~=o
FLOW - ~ - - Spocificetiana and lldail whdher Gem lack of discovery or fa ~~n s are in cam Dance with all F h~winga aid 3peeitkatimm, tha i all Federal, 3Ma, Local
• . IRE N r , , ~ .7 t ,r / I ~ aecvices, storm aewecs, drainaYe e5'a&ms. made. sidewalks. B P ~ ,'7t- - parcking tots, site gradiag and landscaplag shall be coa9tracfe3 m enY orbs rason it shall in no way relieve the OwnedDevdopa of g~duda, aad Town of Mo:risvilk and Town Ik and Town ofCery ~ Z~
• ~ ~ • t TYP i ~ 1 , t ~ s ' ~L ~ \ accordance with the Town of Mmri~ville and the Town of Cffiy ~fr oblig~tioa ~aeo~ nor obligate the Town of Morti~v~71e of p~~~ ~ 9 ~ Ordinances, Standards, 3paification, mid Tkfaila that a¢e Uk Town of Cary to cone~t such amia or omisdona. Execution pane }ua ~]~cked the pLms to oou5tm $a t applicable. No deviations from the OvmalDevelopds Submitted of this cooatnuxion pled by fLe Reveiw Engines a Plama for or omi~fiona. The Ovma/Dtvtloper hadry ~ r plena will be dlowed unless written approval from the Town of ~ Town in ~ wry limits the responmbility of tl?e Owner end ~ ~ ~ motion as may tx ragnued by tlu Engineer of Raoord with regard w compliance with all Feda~l, caliona, and Details emd We ~n&m ~ there ue no ama aC
379. ~ _ \ r-"^ ...W....~ ~ per hadry catitiea mid agrees sued by the Town of 0 a
• ? • ~ • . • ~ • 1 / . ~ • . ~ Morrisville ie ~eceival, along with pamierion from the Town of Moirisv~7le and Town of Cary to correct auq < Ce[y for water and ~enit~y sews deviations. AU Public and 31ate, and local ~endatda, regulations and/or conditions. son-camplamce with Town of Mo:riaville aad a
~ .e i' ` ~ / Privek F.aaemenfs sha0 be r~otded piias Eo tinel acceptance by Ordinances, 3teaduds, 3Qccificationa, ~d Do the Town. re-eucavtion of this eonativcaan plat wid? the cmrectioav and /or revisions. r[riaville aad Town of Cary GEN D GROUNDWATER NOTE ions, ~d Details ~d/or ATE
~ ~ ~ ~ o THE PRESENCE OF GROUNDWATER SHOULD ~~```"'~~"~"°P"~` SPOT ELEVATION X 100.00 ANTICIPATED ON THIS PROJECT. CONTRALTO "HOULD BE Z
N ~ ( / ~ 1, \ ~ EXISTING CONTOUR - INCLUDE CONSIDERATION FOR ADDRESSING PROPOSED CONTOUR NTRACTOR'S BID SHA L ESSINC THIS ITEM. uj
• . ~ r' \ 0 ~r~ O ' < _
O ~ • O Owner D'~ UMITS OF DISTURBANCE . ~ . . w
ch ~ JJ/ / - ~ 0 . r'~~ ~J~ LO
N O ~ Q ~ ' CURB do GUTTER ,
Q r ~ 7 C v , i . ` ~ STORM PIPE ~ CATCH BASIN ` ~ ~ ~ ~ ~ :Z Z t--
p ~ , . 377.34 ~ Z O
_ t ~ ~ r. .,r-- . " ,.4"" . ~~I'~ 1 - W o
a µ GUIDE RAIL ~ ~ ~ \ - ~ ~ ; Y i:] ~ RETAINING WALL
U C3 n Z
T 0 ~ O ~ \ \ FENCING - ~ Q Q
Cf w• Z E-- C~
~r ~ \ WETLAND/BUFFER IMPACT ~ \ ` ' % / J Z t!)
3 ~ i y l , J , / , / , O
4 ~ VYETLAND TO BE PROTECTED ~ \ _ ~ - ' cf)
/ ti. WJ F-
0 NEUSE RAVER BUFFER ~ ' , 0
/ ~ ~~^~'+~w R r 11 r ~ ~~~1~ RIGHT-OF-WAY " - " KEY M A P DESIGNED BY: ELB
EASEMENT - - - NOT TO SCALE
DRAWN BY: ELB
/ ~ » C .s CUT/FILL DESIGN CRITERIA SLOPE DESIGN CRITERIA CHECKED BY., CMD
V n _ _ _ . I _ Alm, I
u '%r SCALE. 1 20" 1, SLOPES BETWEEN 3H'1V AND 4H: IV MAY BE ALLOWED IF STABILIZED WITH 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS O~JO°Ja DATE: I 1-11-U6
VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE GRASS, RED FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTERISTICS. 2. THE MINIMUM SLOPE ON ROADS IS 0.70?6. Y ;r,.. GRAPHIC SCALE
SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. 4 0 0 20 40 80 PROJECT#: 015476039 160
o 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.09a 2. SLOPES THAT ARE STEEPER THAN 3H; 1V MAY BE ALLOWED UNDER SPECIFIC IS 2.07a TO
CIRCUMSTANCES AND APPROVED BY THE ENGINEER. IF STABILIZED WITH 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0 PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF T I 1 im, on 949- .01 ==MEN
L N O ~ O .-1 y,iK s,N IN FEE
PLANTINGS AND RETENTION DEVICES. 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.076 •t ~ rx, h't' ,~y~~~~~~~r ..rf... 1 inch 40 ft. c 1 goo
N N
IS DOCUMENT, TOGETHER WI E CONCEPTS AND DESIGNS PRESENTED HEREIN, A AN INSTRUMENT F SERVIC , I INTENDED ONLY FOR THE SPECIFIC P D V .CI IC PURPOSE AN CLIENT MI CH I WAS PREPARED. REUSE OF A IMPROPER RELIANCE ON I DOCUMENT WITHOUT WRITTEN AUTHORIZATION AN ADAPTATION BY ASSOCIATES, "ION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL --BE WITHOUT LIABILITY TO KIMLEY-HORN AND N

~~j ~ 1+t '1 . 1{~ w. ~ ~ i1 ' U~ 1 +1 ~ i' l ~ 1 j'L...--' \ ~ 1 \ n i , , ~ \ ~ ~ \ ~ ~ i ~ /I \ ~ i \ / , i ; i
I \ ~ \ ~ r ~ ~ ~ ~
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\ i \ ~ i ~ / , KimleywHorn
~ .I~ ~ L - 1 ~ ~ ~ 1. / 11 ~ \ l i / ~ ~ \ ~ ~ ~ f ' / / and Associates, Inc
~ ~ , ~ ~ ~--1_ ~ ~ 414 :I \ . ~f r i • ~ ~ \ \ ~ r / 1 \ r ~ i i \ ~ t r ~ ~ ~ ~ i ~J 4051 a+AftorrE PARK DIRIVE SUITE 300
r ~ \ \ ' , 6 1 ~1 ~ CHARLOTTE, NORTH CAROLINA 28217 PHONE: [phone]
' ,r FAX: [phone]
j t r C Q 2006 C A
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r / 1 r . I'. ~ 1 • INV ~.7. t . .r r ~ ' / I, • / / ~ / ~
1 • f.r • • \ ~ s1 i ~ / ~ ' / / / / ' / / ~ / ~j/mil PERMIT SET
• ` ~ ,
64 / ~ L / l' . \ 1- , . / \ ..xr .r. w ~ / _ PRELIMINARY
r ~ 1 1 s+ 1 R NOT FOR CONSTRUCTION
.r ~ Q I 1 •t a ~ M/ ~ a , .l , _ / 4 a ~ ~ /
•f•? ~ 1 ~ t• ~ * / ~ / PERENN~ ~ !i j%% / ~
, • J• a ~ tip •N • S• ~ ~ yl. •..j • •1 , ~ ~ = STREAM / - . ~ / ~ v
~d p w W / .ice , . . ~ , - w / CHANN~ ~-i ~ i
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a f "'ter,.. . . r/'~~•r ~ • ~ 1 ~ ~
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• 0 6 . r / / ~ r IT F STA 4,47 ~ ~ ~ / / ~ .343.2 ALL ~ I ~/("I ( ~ ~ • / / ~ ~ / ~S (
- RAIL TYP 4 _ IST 6AN INV T-343, STA 23+ .~9 ~
• CB-19 ~ r~ / RIM - - ~ L p / J / IN~I IN 34 , 0 / DESIGN BY OA~ERS \ \1~\~~l ~ r / . / / ~ / 3 w
. • ~w• o TA 19+55 97 • MEL=39,8 ~ •W•1; 35 8~ ~ N R FF R ~ E U U ' - - _ r TA +1 - F ~ U 4~ S 22 .S3 INV T S i ZO 2 ~ 5 ui
• IN 175 _ ~4Q RIM = 4 1 iNV = 4 ,35 FEES- EL 3 0 3 8 ? ~ 0 -50 E H SIDE TOP OF HIV-INS - / . N WA z
IN- fi5.7 1 ~ $W 352;4...... . G •N ' 1 UT ' CP R LL : / ~ TR M N A INV IN 15 356.08 C ~ , ~~~'~iJ ~,1, j ~ ~ , ~ 1 . z O a J CO
' CIA - • _..1N OUT=356.0 \ ~ / / r
. , . ....aF~;Q~ . . . . , ~ •.1 ~ ~ , ..~y~.,- ~ •
! ~g-16 ~ G`~ 17 i • ~ TA~20+74,76••• S . / / ~ ~ ~ . fi 2?C ~Z • / . 1! ~J / //1
1~ ~ +4 7 0 , . Rir~ 6:36... . CS 18 _ 35. R TA IN WALL ~ M ~ ~V 1 IMP `t - PR R 1 EVEL S E l . I N 8Y OTHERS ~ . DES G • ~ ~ ' Q 00
T +0~4 1' ~ . NV N , ' _ •INV` IN~359, Rl L _ E N OT 61 . . . - H 11 7 E .0 • BUFFER , . ~ 1. . . ~ p
' _ 1NV ' T= 59.00 0 3 U NV OUT f~ DET IL • IMPACT 4 F,
• r . . _ ~ / n ~ ~ . xlsT~~ wEnANOS • r- O
. . ~ \ / . . . . . . . . ~a r y . . . . . . . . ~ . ~ ~ . \ • • ~ • 6E PROTECTED TYP ~ 0 i \ F 5 . • ~ N I FF EU R VE BU E / • / BUFFER l I I /r ~ \ \ ~ \ \ \ ~ i ~ ~ / / / / / z
L ti ~ . T 3+1 4 S , ~ 1 ~ ~ r •
~ ~ E. . • IS AN i i . ~ . I PACT 9• . . . - U . ~ _ - / ~ ~ ~ ...r • .H ~E OF TOP OF ~ C I \l ~ ~ ~ \ ~ > > / ~ / / ~ ~
M \ T i ~ - ~ E \ \ \ ~ = S AM ANK 8 i ~ \
617 F ~ 1 1/

/ j~~'
1 ~ l ~ / / ~ L V ~ N
~ / GRADING AND DRAINAGE NOTES: ~ ~ ~ ~'t~r
Omer Certification a. WW~g a
The Owna/Dev h certifies that all Town commerit~ Morrisville Pro'eet elopes arty o~~N
~ 1, REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS / ~ ~ ~ i ~ ~ I I i 111 T~~ ~ ~ ~ ~ ~ ) ~ ~ have barn ' rated into the Digwi s and S ificatians, the Town of Ca Ut' ' A royal ns 1~ rY PP Ih~awings are in compliance with all Federrll, State, Local w
i 2. SIDE SLOPES OF 2H:1 V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS. Standards, and Town of Morrisville and Town of Cary Vlfa#a And Saes' Sewn S stem ~Y Y Ordinances and Stmidatds, spxificatians, and Detain and the On A 'l 3 2006 the ownershi consttncdon 'on memtaaance 1M p, , Q ~ w v
11 M / II / ~ ~ 3. WHERE STANDING WATER IS DISCOVERED BY THE TOWN INSPECTOR THE AREA Owaa~has checked the plans to eonffin thrd flare an no en+ora and Smm~c' of tl>e Tows ofMloni~snilk+s wMer and ' ~ ~ 3' p T VATI N X L 1 . or omisstons• The OwnerlDevelopet haedyy cesdBesand agrees sewer stem aathtn the and futare limb end Urban J LLI
WILL BE RE-GRADED AND/OR CATCH BASINS INSTALLED TO CORRECT THE ~ ~ aY pmt corporate to take such action as may be ngtiired by the Town ofJavice Area limits of the Town of Morrisville was trattsfeired to the Team EXISTING CONTOUR Oo>
DRAINAGE PROBLEM. ~ ~ 1~ ~ Morrisville and Town of Cary to carnet any errors, omissans a of C as them a eement belwoen the>ae taro Towns, All wares aY 1~' a8 ~ non-compliarne with Tmvn of Mloriieville and Toa?n of Cay and sea~a stem des' and consauation s~1ull be in ulcosdaace PROPOSED CON TOUR ~ ~ a QNa
1'1 / 4. MAINTAIN 295 SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK 1~~ 1':. X III / / ~ ~i / ~ Otditiaaces, Standards, Specifications, and Detach aadlor with the Town of C , Standard, S itications, and the Sbndard mY l~ • LIMI OF I TUR AN S CE re•execuhon of thin construuctton plat with the eppropnate Consturchon Deball s Drawing ~Z W
PRIOR TO TRANSITIONING TO STEEPER GRADES. ~ ~~~ii - ~ - i, ~ ? / ~ ~ / / III correctionsand /or revisions. m
A roved b the Town of Cs PP Y rY CURB R ac urnE a w
5. SIDE SLOPES OF 2.5H:1 V USED ADJACENT TO WETLANDS AND STREAM BUFFERS / I / 1 ~j STORM P{P E Owner Dab
6. REFER TO E&SC PLANS FOR STABILIZATION MEASURES ` ~ !.}I Rnglnerting Debt CATCH 6A IN S
7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY ~ 1 ADEQUATE BALLAST TO PREVENT FLOTATION. ~ ~ I i ' , .1~,,
LEVE PR A LS R EO W
_ ~ ~1 ri .-I ',r,_ /IIi / / II~ /SPOT ELEVAR16N5 ~I ~ \ / j / / / / / / ALONG FjAW LINE / ~'V ~ ~ ~ / / ~ ~ ~ i ~ 0~ PfER / / / / / • Town f M rri GUI RAI 0 o svitle L En ~aeerlIn or D~scltumer S J J
En earns do Plannin Foa Poid 8 ~ RETAININ W ALL
i .%j ~ ~ / / 370.00 - \ ~ ~ ~ / l ~ j j j'~ m 369 / / ~ o~ / ~ FLOW / \~\y / ~ L! ~ ~ ~ 368.43 >d The pns~ce of dte Town of Motrisvfile or Town of Cary Yes No Comments at lmnowa FENCING Engmem~ or Inspects the work site shat Y lases Infrastrucutre
~...r- the Owael's ' . ' for conformity with the plans sad Fees n~~Y specifications. Should the Engineer orInspoclor priorlo, V U
'act WE AN FF o fsilto yr D P duties ralterr~onstrucaon tdanuf avatenatis U R IM A T 8. Y mJ Town of Morrisville Lo z
CUT/FILL DESIGN CRITERIA ~ ~ / ~ ~ or work that does not conform with the platu and ~eleUed for Construction ficattonsy whether fmcn lack of discovery or for my J 04
1. SLOPES BETWEEN 3H:1 V ANO 4H: i V MAY BE ALLOWED IF STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING ~O1IE ~ other reaso it shall m no event leer 'action end n? ~Y in ~ what wETLAN~ T P cornoctton of theunstdts materials erra!ott Q $E ROTE CTE 0 CO) OJ ~
GRASS, RED FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTER~STI'CS. discovered. This is also true if the work has barn accepted si stare r aired . Z~ ZWU
SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. \ 2. SLOPES THAT ARE STEEPER THAN 3H:1V MAY BE ALLOWED UNDER SPECIFIC / _ ~~11 / and is cutrentl ntamtaiited the Toam of Momsvdle 8n ~ Y ~8 by or Town of Ca .Tate owner shall be nst~le for NEU SE RI R FF VE B R y ~ U E
correction of allworlc drat does not conform to the plans and ifications. I HT- F- - - - - - - - wAY 090 1 3 5; 0
CIRCUMSTANCES AND APPROVES BY THE ENGINEER, IF STABILIZED WITH Date EASEMENT - - -
PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF = - ~ PLANTINGS AND RETENTION DEVICES. ~ / ~ / ~ ' / / 0
/ ~ ~ / ~ / ~ 367.8 O ~ 2$~~ Revery Disclaimer Construction Re utrementa 9 ~ 'a
/ 36 .85~ ~ ~ ~ / i ~ ~ / smw / j / tlut / / / ~ / ~O / / ~ti 9~ ~ ase.ss Should the Town of Morrisville err Town of Cary fail to identify, All pablic and private wort including but not limited m
~ ~ that the Owner/Developet has not addressed the comments made wate'rmains, water services, sanitary sewers, sewn ~Y by either Town, or that the Plans and Speciticatian are sot m ,
<<: ~ 1 serwtcea, stoma sewers, drainage systRms, tnad~s, sutatvatics, compliancee anth respectn?e town Ordinances, Standerda, parking lots, site grading and landscaping shall be cont6n~ted in Specifications, and Detail whether from lack of discovery or for
4 accordancewith the Town of Mlorrisville and dte Town of Cary a>ry other r+eeson it shell m no way rdtevethe Owna/Developer Of Ordinances, Standards, Spe~cificss~tion, sstdDdailit ~sltare z
368.47 / tl~ / aes.yY / ~ the>r obltgetton dta+eof, nor obl>gate the Town of Momgvtlle err , , , applicable, No dev>,attons from the t?waer~Devel ee"s Sabamtted the Town of C to correct such amts a om~ons, Execation °p aY
SLOPE DESIGN CRITERIA 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.5090. • plml will be allowed unless wnttm approval ibm the Town of of dos constntctson pled by the ReverwEngmeeraPltmaerfa Mamaville is received, along with permission (roan the Town of either Town m no way limits the responaibtlity of the Osvna~ end w:5
Cary forwaterand sanitary sawerdeviationa. All Public and F~ngmetr of Raord anth regard to complteaice sash all Federal, , • . ~ Private Easements shall be tecordod prior to final lance by
~ 2. THE MINIMUM SLOPE ON ROADS IS 0.709a 'L6 0~ u ~ ~ State, and locat s~mda~s, regulatwas and/or condtdons, the Town LF) c)
0 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.O~1.
o / 3~"g~ ~ / / ' ~ . ~ / / ~ Z z + 0)
4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0~. / / i r•~. .t , ,•av~ ~ zoo
3 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.4~ .w}' Y'> I ~Y N'P :~'~At~ Y:: ` ! N,.x, J 0 O
r , ;~;Yi. Ur 0 O
~ ~ ~ ~ / 'i ~ / ~f ~ ~ / ~ 'l 'r•..'. • ~
1 \ ,~rver:,l^.. t;: . t' ~ _ ,L.. i nlji+.; .:i~~{l • = Q Q
/ . a { ~`i ~1 rj 1i /r" / 1
i pp ~r•.,., i. r,r•r~f. Gs~.r ~ • i„ 1, \t ~ A it / ~ t~l~yYt. i•:!.~j O Lr) ~ - Z
s ~ ' ' r o ~ .•''a ' 365 ~ \ \ t.' ~ I t,~ J !i ~ ~ ' any is ~.{'i h ii ~ /
o • ~ , ~ h.
a i \
\ 1 \ ~ / ' . ~ F C7
i oN 360 ~ ~fW34.0 / , \ ; \ ~
C.1 BW 45.0 \ \ ~ \ ,f . i ~ DESIGNED 8Y: ~ LB
C - - L - DRAWN BY: ELB
355 / ~ i ~ ~ \ T H PR N F E R W H CE N AT R 0 UL UD E S E ILD BE CHECKED BY., CMD
~ ii ANTI IPAT T ~ C ED ON H PR T NTRA T R OJEC . CO C 0 ~ IAI~I I If1C /'/IAIC`111CD A TI~1A1 CI1D A f1f~DCC`C`IAI/~ TLJI(` 4CTOR'S BID SHALL kin ruln iTrki
0 111VLVVL 1iVI40IUCRAIIVIY fVR HUURCJJIIVV IfIIJ DATE: 12-21-06
0 ow -100" KEY MAP GRAPHIC SCALE
0 NOT TO SCALE PROJECTA: 015476039
u~ N 40 0 20 40 60 HBO
ENLARGEMENT "C" DRIVEWAY 4
0-01 SCALE. 1 "=20' ( IN FEET ) ~ C-11.01
Y 1 inch = 40 ft.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS RESENTED HEREIN, AS AN INSTRUMENT 0 SERVICE, I INTENDED ONLY FOR THE SPECIFIC PURF 'IC PURPOSE AND CLIENT WHICH IT WAS PREPARED. REUSE OF AN IMPROPER RELIANCE ON IS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AN ADAPTATION BY KIN BY KIMLEY-HORN AND ASSOCIATES, IN HALL BE WITHOUT LIABILITY KIML Y-H N N ASSOCIATES, INC.

1 .r* . N ! ~ y: U r. 1 / ~
/ / < x I r / t , i r ~ r......~ i~ 3 if ~ ~l l 1 ~ ~ ~ / / ~ Owner Certit~cation
_Y~ y ~ • ~ 1 t r rrh r I.,Y d. w v ~ / r / ti. \ t t t 7 r ! r r ~1 ~ l ~ ~rl ~ / i j ! ~ i Morri~vilk Projat .1 ~ / / ~ ~ / ~ The OwnalDevelopa baby catifia that all Tevm comments Tmvn of Gry UtHity Apprav pine Gem incoiporded wb 9~e Ikawioga and 9p We 'roject
.1 r #1 R .q ~ h.r 7 r ~ \ 1r1 >1r f , I ~ / 'ter. / / •'f 1 t i i i ~ 1 1 / ~ / i / r ~ II ~ . 1 w ~ / ,y Approval
• ! , ar ~ ~ 1 1 ~ 1 / 1 ~ 1 a, I i / / / i ~ J/% ~ > / / DnainBs are iu compW~ce wig rl Fadaat, Smte, Lail WatatAwd Smiitmy 3ewtr 3yatmt 81m~tda, aad Town of INoaLville end Town of r stm KimleywHorn on, opawfion, n nr -amft Inc
/ IM a bra., ~ ~ , n / .....+-r.• c ~ ~ ~ / ~ r ~ ~ / / ~ -2/` - ~ ~ ~ / o dinm~.~a sue., kwon,, eoa n~ ~a ak Oa April 3, zao6 me owne,~, ~on:a~ucaon, opasno ~ f~~ ~ ~ ~ / / / ~ ~ / Owner Lai checked tLe pros to coaA~m @ut thae ate ao moors 01°°''8°~°t' end 6nm~ing of tlu Town of Marisville's Mor6wff e's wata and an ssociates 00rpor limits and Urban 4651 CHARLOTTE PARK DRIVE
r ~ ~ ~ M L Y ~ ~ r~ 1r1~ J / / • X411 / \ / / / ~ / or omisdoas. ~rn. owna/Devdop~na+eby oa~Hae wa.~nero s«vice nn. imtita or~tlu town oc maviae was n ~ ~ / / ~ / x~ to hl~s ach action ae mry be roquued by the Town of of C wffiewoumfe edto the Town SUITE 300
4,,..... 1~' r u a i~ r . . ~ ,~1 ~ ~ / \ / ~ i I .r, / ~ / / 'y uY m per the merger ~eement behvan 1h~eee riw 1 /r / / / s Mo~v~71e and TmNn of Cery W coned my eROta, umiffiiona or ~ xwer stem and coneoucGon a ll amilatY sy design een these two Towne All waza CHARLOTTE NORTH CAROLINA 28217 ftmfion shall be m accordance PHONE: [phone]
I ~ e ~ ~ 't 1 n . l fti ~ ~ 1 ~ ~ cv l r ~ ~ ~ ~ 1 f rI / ~ / - I i ~ IJ.;J • / i / ~ / ~ noa~ca~pliamce wish Town ofMonisv311eand Town ofC:y ~ / / ,i ! / ~ ~ i. j ~ . pidmmoee, Spmdud~, 9peciGcdione, ~d Defde tmd/or Comttaction9Detail Ihawioga~ 3px~c~Rons, ~d / / ~ ~ J- / / rsatavtion of tlris comhuetion plat with the appmpriate lions, aad the Stan+datd FAX: [phone]
/ 1 14 ~ f I ~ i~ - .N ~,1 ~ - ~ ~ tl ! ~ r / , , / / - / / i / / 2044
,..r I j 1 {I 1 i 7 J I, ~ ( r ~ 1 41( 1 ( 1 r ~ / ~ - ~ - r / i i ~ / i . / / / ~ ~ / ~ s ~ Approved by the Town of Cy / ~ / ~ ~ ~ ~ / ~~j~ Owner Dab En~aerlm~ Ds~i ~ r wn of Cary
~ !i ~ ~ J ~ . 1 l - 1 i \ / 1 / . . / \0w 1111?'~~~~~
'~,1 ~ y ~ Y I.• '.1 . Jam. • ~ r-- . ~ 3410 - • / Dute CAR
1 ~ ~ ~ ~ r r r / ..'ice ;5 ~ r ~ It i - . ~ ,f' / r'te' .s 8W 3.0 / ~ aFESS/phi
4 - , t.._ - J ! ~ / ' . 5 . 5 ~ • • • SEA
1 / ~ ..--r , ~ • s • \ ~ ~ / ~ a ~ / To~vu of Morein~ille
+0 / ~ / / / j ' / ~ / / i ~ ` Es~ieeedfnapector DLelaim~ En~iaeerin~ ~ Plannln~ Fees Pdd ees Paid n •
7 .w + ' M ~ / ' - - / • ~ ~..r A / I 3 / ..i// / • T3e pmaeaae of the Town of Mmiievale or Town of Gry ~ Ya No Comma ~ ~ ~ ~ ' / / . • Fa`imeae or InspecWr ~t dts woflc dt~ elull m no wry Iwen Few Comments 'ic'y N
- ~ - ter" t ~ l / SS I J i SS w ~ \ / E / ~ E '~V L ~ ~ ~ • / ~ • ' the owm~'s xespoasbility for conformity with the plus and
Nr 41.0 4~,0 rb41.0 / / , ' ~ apeeiHeations. should the F,ngiaeer or tnapector paior to, / ~ du~m~. oz Etta comuuction fa7 ro identify onejeat mwaiale Town of Morei3vUk lIIwo\ 4 e
~ 4 ~ f' 1 i~ / 1 , ~ I t t~; .1~4 ,J ,1 . 1 T V~V • .t.. . r•~' • 339 4 ~ • , / or wod~ tL.c dow nor contoam with ~e pLoe and Rdeaeed for Conehuction tion
I ' /i / - . . • . ~ / ~ ~ epxiHcationa~ whether Som I~ck of dixovay or for ~y / , / otliena~oq it ~hatl in no way prcvmt latx n~ection and PERMIT SET
<I ~ ! ~ l ~ ~ 1 1 E ~ f,,~-ice; ~ ~ . t qtr. ~ , r i i y~ l . / .r ' i i ' / ~ f r f fi ' • ~ ` . r" • i/ 'r• ' e;r ~ caureetion of the uos~di~faetory mawide a w~orlc when \ di~oovEred This is also hue if the work lus bees ucepted (slgil3tuie (egUltOd)
r 1 ! • • 1 4 1 4, : J I ~ / / / f .ta { 1 vY t t t ~ r / t / .r . l ..l / / J • ~r ~ ~ / . . i ~ ~ G ~ aed is aunmtly beieg m~inhined by ~e Town of Mnmsville PRELIMINARY NOT FOR CONSTRUCTION
1 ~ err X11 / ~ 1 ~ / ' r / f or Town of Cey. The Oavner ah~ll be napons~'ble for ' % ~ ~ ca~x~on of au work m.t coa noc conE'omi w aye pis aed
1 y ~ S- • ,r/ r ~ 1 / . , . 35510 . , ~ f , ~ f i r . • . • ~'--r. ; ~ j~ ' ~ , / ~ . apeciticalions Date
` , ~ - f ~ Bw 3 t ~~I? ,r k J / o ~ ! ~ / / ' ~ + / 1~ / ~ ~ \
~ ,~,r ~ ~ ~ ~ ~ ^y G J r r p • Op / , , , ~S N wA ~ , / r
.I ~ / / / ' }f / l i i' 1 ~ i e ~ / ~ ENO WALL / - 350;0 WALL BW 337 • C ~ I ~ ( / / ' ~ Reveiw Ditclaiour Coartraction Requvemenb
rr r ` , 34110 / . ~ • r • / / ~ , t not limited to
,r • Jr • i I ..n.-•" ~.r • ~ ,,.r ~ 'ay ~ I ~ / Should ~e Town of Moairvills or Tmvn of CsQy fad to identify, All public and paivete w~otlc iacluding btrt not BomiOed :.S r. ~ ' ` ' that the OwnedDeveloper hu ~t ad~aied ~e commm4 made watmmaina, waLC services. emitary aswas, amity' ` ~ ~ ' • ~ by dt6a Town, or the the Plena sad Specific m not m xtrices. storm sewers, dtaiaaBe sYsom~s, coeds, side L' , , ~ ~ complimce with respective town O?dinaoas, Stend~d~, P+~B lots, site grading and landscaping shall be co s , am seniscY saws'
f ~ N OFFER ~ ZO E 2 6 , , , • JFFER / • J ~ ~ , , . BW 3..7' r / r . , roads, sidewalks, shall be conseYtu~ed in
F , IM A . ~ . • ? 'r ~ • F i ~ / 1? ~ - gP~~g~, ~d Dell whdher &rnn Lek of discoveQy or for accord~mce Town o Momsv e Tov ` •s / / e Y Ordiaemces, 3fandards, 3 ificalion, ~d Daailemffi 9 , ~ , ~ my other rayon it dull in no say relievethe Owner/Devdoper of P~ and the Town of Cary I Details that are
. 4 ~ / i / ~ i ~ ill ~ - • • ~ their obligation thereof, nay obligate the Town of Momsville a applicable. No deviations from the Owna/Uevelopa' ~ tLe Town of Cary fo cas~eet wch amts or omi+aona F.xacution PLma will be allowed unless wzittan approval from the x/Developees Submitted
ONE 2 BUFFER / z o • S~p~ ' ~ I ` r' of this conattuction pld by ~e Reveiw Enginar or Pleena for Momaville is roceived, along wiffi permission Gom t I ~ ~ ~ titNa?own in no wry limif~ the ~aponribility of the Owner and Cary fm wa4a mid s~itazy aewa deviations.. All Pu Y ~ ~ ~ ~ ` ~ Private Easeme~?ffi shall be raorded to 5nal ax ~ Engineer of Record ailh regal to compliance wi8i all Fadeaal, P~ wal f -om the Town of lion from the Town of
i ~ ~ i r / IMPA T SF / / r 96 ~ ~ s ~ ~ L ~ y ~ A M-- r f )ns.. All Public and
~ ~ .--r,-. CHIN - , ~ Q . ~ I• ' ~ ~ / / ~ ~ ~ 3uk, end local standndb ~eial~uions emd/or eonditiona. the Town. rto final acceptance by
. • / r r :.i' ~ ~ - , ~ ,
• , ~ 1 ....-.-.r" .ter .r / • / ~ ~ J'" . • J 110 LF~36 RCP ' 3 w
~ • ~ / • TW 362? / ~ ~ ~ Ox , , ' / . • r- ~ ~ INV
8 3 ~ / / • / • 1 ~ 1 • ~ i ~ 6 \ ~ , Nti~. OUT= 30 4 3 , \ _ ` ' ' ~ ~ GRADING AND DRAINAGE NOTES: z z
~ / / / . _ ~ j` / / / \ / _ - • 1 \ ` ~ \ ~ / / 1. REFER TO STORM WATER 1MPi1L'f f1T+111LYS1S fOR CATCHMENT AREAS Q o ?S to
- ~ \ i / / ~ \
/ , • / / / / / r-- ~ ~ 1 \ ~ ~ ~ ~ ~ 2. SIDE SLOPES OF 2H:1 V USED AT STREAM CROSSINGS TO MINIMIZE IMPAC \ ~ ~ ~ I ~ ~ ~ 3. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR THE IMPACTS. W
/ i / ~ / ~ / 8 4 1 , ~ ~ / \ ~ )R THE AREA o
~ ~ ~i ~ . ~ / J ~ , ~ \ i N gE R ER EtJ i ~ / ~ / / ~ / / ` F -1 l ~ I I ,.I_ ~ ~ r BE RE-GRADED AND/OR CATCH BASINS INSTALLED TO CORRECT THE :CT THE W 00
/ r ./i i / 0 L~ 0 EA SIDE i~ r, i ~ J / • v / ~ ~ -J / SIDE ~ ~ r i r \ / ~ ~ I ~ ~ ~ ~ DRAINAGE PROBLEM. Q
r ~ , ! ~ M ~ P ~OF BA ~ ~ i~ ~ / ~ / I ~1 / ~ 1 / / ~ ~ ~ ~ ~ / / / / r ~ i ~ LIMIT F i ~ ~ ~ ~ - , _ ~ ~ / 1 ~f ~ I ~ ~ 4. MAINTAIN 2R SLOPE UP FROM TOP OF CURB TO MINIMUM 3~ BEYOND SID / / / ) ~ ~ PRIOR TO TRANSITIONING TO STEEPER GRADES. AND SIDEWALK
/ / / , ~ / / r~ i 1 ~ ~ D NC E ~ o
~ \ . / v / : / ~ ~ R1 ER U~ ~ ~ f ~ - "f y~ ~ ` ~ ° ~ ~ ~ j ~ j ~ / / ~ / ` 5. SIDE SLOPES OF 2.SH:1 V USED ADJACENT TO WETLANDS AND STREAM BU - / / z EAM BUFFERS
i ~ Z 2' EACH SIDE E, ~ ` / / 1 r r,
N A OP/'OF BANK ~ r / r 343.2 1 r ~ / , ~ / ~ 1 1 ~ ~ ~ ~ ~ / ~ / / / ~ 6. REFER TO EdtSC PLANS FOR STABIUZATIQN MEASURES
~ .I / ~ / r ~ _ ~ _ _ _ _ ~ , ; ~ ~ o ~ ~ ' ~ AT~tT~EASE'M1'AEN,Y V ~ / ~ / ~ ~ 7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VE - ~ ` \ % i'1 / / / / ~ ADEQUATE BALLAST Td PREVENT FLOTATION. Z TO VERIFY
~ ~ / / o J 0
/ ~ ~
v / ~ \
~ i j 1 ! j 1 f ~ .r+ ~~=~-J~~~~`'~ / SLOPE DESIGN CRITERIA r--- §
/ ~ t l r 1 I . 1 J 1 r - I•"-•• / • \ ...V. it - - - - 1 \ r j~ y , ~ ~ ~ ~ / ~ / ~ ~ ~ 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.50X. Q
r ~ i ~ r ~ r / l r~ \ 1.~.~...? ...~"'r~ ~ 1 ~ ~ / ~ ~ ? ? ~ / ~ / ~ / ~ 2, THE MINIMUM SLOPE ON ROADS IS 0.709e. 2 F- qt
i ~ / r ' / ~ ' /I 1 % ~ 7~. ~ ~ f ~ i / ~1 o~ZN
r ~ f ~ ~ f / ~ 1 ~ f I / i ! ' ~ / ~ r ! /1 - ~ ~ ~ ~ ~ ~ ~ / / / ~ ~ 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.01. w
~ ~ . i r / . / ; I / • / f ~ i a v
/ ; • / ; ~ ~ ~ / ~ O 'r" ~ ~ _ ~ ~ \ 1/ / i ~ / / / / ~ 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.07 x O F-
,c ~ - f / ~ ~ ~ ~ / ~ ~ ~ \ ~ - / / / ~ ~ ~ ~ ~ - 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.0~ 0
' j~1 HW 4 - .r..--- ~ rr ~ 0 .23 N EO
- ~ - MH-3 ..........ter ~ ~ ti.` .,~.r+• ~ / RIM 38?00 ~ w
r / 5TA 3 + 1,99 F ~ J 3 L RIM = 4 , . 3 1, 05x ® ~ r•' L - INV 335,25 / ~ Q m N
i~ ~ = u IN 341,39 15 R N 1'`-. yr 11 0 ~ ~ 0 ~ , 6 R NE ~'RU TURE C ~f , ~~o' \ CUTIFILL DESIGN CRITERIA ~~a - z W
IN T= VO . ~ INV =3 .4 - NDING P ESS ENS' I 4d~=33 •4 ~ .SS ENLFR~Y - 1 ` ~ ~ / ~ - ~ 1. SLOPES BETWEEN 3H:1 V AND 4H:1 V MAY BE ALLOWED IF STABILIZED WIT ~ ~ / ~ VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING L MISSIONS \ ~ ~ ~ - . ~ _ - ~ ~ GRASS. RED FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTERISTICS. 'ED WITH
• _ :PING LOVE RISTICS.
• .a • • _ _EXl AN I N SM S ~ ~ - Q s LINE STRUC R~ ~ ~ / ' SUCH SLOPES SHALL NOT 8E STABILIZED WITH TURF GRASS.
. ~ ~ •a , ~ ,-~RE-C CATS , ~ ~ ~ ' - ~ - ~ ~ i ~ ~ 2. SLOPES THAT ARE STEEPER THAN 3H:1 V MAY BE ALLOWED UNDER SPECI ~ ~ ~ _ ~ ~ ~ \ \ CIRCUMSTANCES AND APPROVED BY THE ENGINEER, IF STA8ILIZEO WITH W
• , ~ , . • ~ . , ~ o R SPECIFIC J WITH
i . CIAS~--~-- - PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLAN?1NGS AND RETENTION DEVICES. lON OF
' RIP-RAP
• ARM RING TYP 0 YV U
230 ox • 167 4 » ® x TR AM IMPA T u~ J
1 RP ~ . 1 RCP 5 . 127 LF, GRAPHIC SCALE
C 12 • ~ 0 20 40 80 160 ,go ci..~ w3!< U
32 1, RI •
l= 50. • . ~ r - lV I -34 .07 W 6 a W ~
. • ~ ~ w V T- 3.0 • ~ 4 • ( IN FEET ) 06 Z
4 . I • 1 inch = 40 ft.
4' ~ Q a V
• ~ A ~ , • • , . ~ Z~
~ ' f ~Q
/ ~ . ? 039
~ a
'4 f t 1•
' • • ~t • ~ . 4 • • • . Z
~ ~ '4 . + : :5
3 ,p ! '4 C8-1 SS STRU LU
N d • Q . ~ ST 71.43 > W CD O
• ~ U ' ~ • R L= 350, 41 IN=342?3
~ NE 2 BUFFER ~ p I V OUT=34 ,39 MH-3 LEGEN D ~ Q O
A 4 Q ~ i ZONE 1 FFER • I T=4147 FS-A OU E Z Z +
i P F IM~CT 46705, a / ~ ONE28U SPOT ELEVA110N X 100.00 Z
O ~ / . , • IMPACT 4480 SF. . • EXISTING CONTOUR - w cv)
i ! rr-- ~ ~ • , . . PROPOSED CONTOUR J ~ °o
`~.+.w1~ W M • • / r• ~ ~ LIMITS OF DISTURBANCE . . . . + co
N % '~--~.r.. ( ` r ~ ~ - - j~~/ CURB & GUTTER = Z N
3 ,2 1 f E ~ ~ - -0 41, 25 / . ~
~ ZONE 1 6UF v~ . ~ ~ iJ t A' ~ STORM PIPE J Z F- = Q (n
- IMP T 1 F, AC 46 2 S 'o / ~ • . Y .~1. ~a r. st . • ..Y r, 'i.... ~ / ~ , ~ ATCH BASIN
p •---y / ~ n , it N ~ ~ LEVEL SPREADER cf)
~ ~ \ '1 C•,: ~ GUIDE RAIL GROUNDWATER NOTE h
N O U \ ~ t 1 t\ \ ~ ~'4~ ~ ~ ~I RETAINING WALL % ! THE PRESENCE OF GROUNDWATER SHOULD BE JLD BE DESIGNED BY, ELB
\ ~`t t t / FENCING ANTICIPATED ON THIS PROJECT. CONTRACTOR'S ACTOR'S BID SHALL
~ SCALE:1"=24' 0 ~ ~ ~ ~ ~ t \ + ~ ~t 1, ~ F ~ i" INCLUDE CONSIDERATION FOR ADDRESSING THIS WETtANO/BUFFER IMPACT ING THIS ITEM. DRAWN BY: ELB
• / \t \ ` ~ , t CHECKED BY; CMD
r 0 \
C t WETLAND TO BE PROTECTED DATE: 12-27-06
0 L-~ ~r ,FORE YOU DICE
KEY MAP NEUSE RIVER BUFFER aao,Ecr# 015476039
N NOT TO SCALE RIGHT-OF-WAY j.-
S EASEMENT
]C C-11.02
THIS DOCUMENT, TOGETHER WI THE CONCEPTS AND DESIGNS PRESENTED HER IN, AS AN INSTRUMENT OF SERVICE,, IS INTENDED ONLY FOR THE SPECIFIC PUR 'IC PURPOSE AND CLIENT FOR WHICH IT WASPREPARED. RUSE OF AND IMPROPER RELIANCE ON IS DOCUMENT OUT WRITTEN AUTHORIZATION AND ADAPTATION Y KI I Y KIMLEY-H N AN ASSOCIATES, IN HALL WITHOUT LIABILITY IML Y-H N AN ASSOCIATES, IN C.

- - ' - - ~ ~ , - - ~ ,~--330 ~ ~ ~ ' \ . - :R~GY _ ~ ~ ~ ~ J / 1 ` ~ \ - - ~ . f PERE ~ ~ 1 P
\.r , .1 ~ rte,.,
~1 ~ 7\\ \ \ ~ ~ I KimleywHorn
and Associates, Inc
~ TIN 1 L X 0 ?00 4051 CHARLOTTE PARK DFtIVE
i i \ ON OU - _ _ P - EXISTING C T R - SUITE 300 a+ARLonE, NORTH CAROLJNA 28217
PROPOSED CONTOUR PHONE: [phone] FAX: [phone]
L S I A R N 2005
\ ~ C R UB T R do U TE
n5~ j I ~ C ~ I~~' \ ~ ` I-- ' - ` / I~G PI~3GRE~S E~RGY \ ~ ~ ~ r PERENNIAL S ~ - - STORM PIP E HANN L
t \ ~ 3 ~ ~ - ~ / EXISTING TRRN I 0W 7v ~ ~ . ~ f ~ ~ > ~10W ~ ~ ~ ~ ~ ~ ~ LEVEL SQi3fiADER-3~ ~ ~ ' l ~ . \ CAR,
I ~ ~ ~ ` ' / lIN~ ~ ~ ~ ~ SEE SHEET 11.07 \ ~ - ,-oNp > \ ~ ~ ~ CAT H \ ~ BA N • ~ ~ ~ \ N
~ \ 3 ~ _ . ~ ~ 3- a ~ ~ ~ ~ ~ ~ ~ , ~ - ~ ~ \ LIMITS OF DISTURBA \ ~ I AN LEVEL PREA R S DE \ \ S L ~ .
\ ~ ~ \ ~ I I
~ \ \ - IDW -tN=343.5 \ A , ~ \ _
~ ~ \ ~ ~ \ ~ ` \ \ \ \ JN~ OUS=343.' ~ Jr RETAININ WA G LL r 400
F N N CI r
~ ~ ~ - / ~ = WETLAND BUFFER IMPACT
\ _ _ ~ f' ~ ~ ~ .ice-~'"", ~ , ~
~ ~ ~
--1 ' " - _ - ~ ~ WETLAND TO PR T \ BE OTEC ED PERMIT SET
~ r.,, PRELIMINARY
i ~ NEU RI R FF ~ S VE BU ER r.... \ r • NOT FOR CONSTRUCTION
~ ~ ! / / , ~ X00 9~~1 / ~ ~ ~ _ _ ~ L RIGHT 0 WAY . • ~ 'rte ti~ ~ ~ ~ ~w
` 2 DO ' _ ~ ~ 13 00 \ ~ j 4+00 ` SS ~ / ~ ~ ~ \ \ \ ~ 1 _ EAS MENT
\
~ ~ \ \ $ \ ~ 1 ter. 4 r"_ o ~Tlk-J16~ \ \
E~ 2 84R w w ~w ~ \ ~ w ~ / w \ 1. tab"R P `;s+ 1 • \ ~ I~.. ~ ~ .r `1~I~SE" RIVER F
- ~ ` CHI 0 ~ N~I ~ R ) 1 ~ INV 0.1~•-3 4#'15
_~.-,fit;~ ~ ~ \ \ f ? ~ ~ \ M' r
- \
NE US R
ZONE A ~ ..2 30 50 C ~ ~ ~ ~ \ ~ x ~ ~ E FR M T P F \ 0 AfVK
`,1
~ ~ ~ , ' C~=6A ~ • .r. ~ ~ 44 Fri . 59~ w ~ .
~ ~ ` ~ _ f.5 RCP
~ ~ I I I ~ ~ , ~ l~l~I EL ~ .7~ ~ ~ ~ INV` ICI=341 ~ \ \ • 1. 3
\ ii ~ , ~ 1 ~ - w
\ \ \ \ \ \ \ \ \ / / ~r\ I 1 ~ acs ~o I I I ~ ~ ~ ~ ~ I ~ i / ~ `ts~~ V w
_ J` .rw z O Q y
~ \ ~ \ \ \ \I \ \ \ J~ \ ~ / ~ ~ / ~ ~ I \VEGETATIVE SYVALE~ 9 J a
S ALES INV ~UT=~44 X75 ~ 1 l ~ I ~ I / / ' RI A E 344 0 ' , ~ 1~~~ ~ ~ ~ \ \ \ Ed~ C ~ILAN~ ' ~ ~ ~ ~ I ~ I I ~ ~ i ~ i i v i 3~,~ ' . ' ? ice ~ '11~ ~ ~ ~
Y ~ 1 ~ \ ~ \ \ ~ \ \ 1 \ \ ~`~vs~ L ~ _ _ ~ ITS j ~ D~1/URBANCE 'I ~ ~ l~ 1 ~ ~ I I I ~ ~ / ~ ~V U ~ ~53 ~ ~ ~ _ ~ , s~n~t6+~~3 ~ ~ ~ ,8' ~ \ ~ A
~ 1 ~ ' ' I I I I I / ~ / / ~ ~ ~ ~ ~ ~ ` ~ RIM EL= 34~ 56~ y`' \ k o W
~ ~ ~ I I I ~ I ~ I ~ ~ I I ~ ~ \ ~V~fil~ 343,SQ ~ ~ ~ / INV 0~'~=43.89^ \ ~ JLaRG ME~jNT "m" I ~ I I ~ ~ ~ ~ ~ ~ I ~ / i ~ ~ / ' '35~ ~sr5 \ oho Q
~ ~ ~ ~ ~ ` ~ _ = _ - -1~_ i ~ - ~ SEES ENLaR ~ ~ ) ~ \ ~ _ - - ~ _ ~ ~ ~ ; f ~1 BELgW FOR ~ ,s a ~s+~~: s 7 • ~ O
FOR ET~AII~Ed ~ ~ ' I ~ ~ I ~ ~ I / / i / ~ ~ , ~ ~ - _ ~ ~ iN~ ~a~ B.~uO ~ ~ ~ ~ ~ 8.0
~ L ~ ~ ~ ~ ~ i ~ L --~~6 f I ~ ~ GRAcDING~ f. _ _ o O Z
/ / / 1 ' ' ~ l l~ ~ I~ S~A ~10#9,41` ~ . ~ / ~ ~ , ~ ~ / ~ _ ~ _ _ _ \ ~ ~ JB~ / / ~ ~ ~ / ' ~ ~ ) RIM ~1=344.13 ~ / / , ~ / 3TA 1 5.20 - ~ - 5
\ ~ AIM = 3743;3--
~ / ~ l ~ I ~ I IN~ 1~=~ ~5.92 (~GB-9)_ / ~ / / ~ ~ , ~ , - ~ _ • ~ _ ~ ~ ~ IN~ N= / ~ ~ / I I ' ~ INV~AIlT=334:8~(F~~ 3A) / / ~ ~ ~ , , - , ~ ~If+LV OU ~ / l l ~ r ~ OUT=33~ 92 (MH=#)., - ~ / / / / / / / ~ ~ ' ~ \ ~ \ ~ \ ~ N= 7 7 v ~ ~ ~ t ~ W ~ V U =337. ~ ~ ~ ~ ~
~ ~ ~ ~o Lg)
\ ~ \ WIN
` i
\ . \ \ ~ 1 / ` .
~ / ~ ITU N Q W ~g

ZONE 2 BUFFER R A ER-3 EVEL SP o=Zcl) N
IMP T 4 7 F A OS HE L ~ ~ ~ ~ INV OUT=327.00 . ~ ~ ~ I I ~ I ~ w> o o~
FOR D TAIL WW
1 F 1 01' ,0 . L ~ i - `,11 J ~ti ZcoJW
RCP .r.-- - / Q oa>F- y N O
N 1 BU R ZO E ~ - F. IMPA T 7
~ ` ~ ~ Z
~ ~ ` aN~ ~ - " GRADING AND DRAINAGE N ~ - .NOTES: Z W a m
1 I ~ ~NP_!~H_4 1. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMEN STA 10+73.96 TCHMENT AREAS Owner Cert~cafion Morrisville Project z
l,, ~ \ _ RIM EL=340.00 2. SIDE SLOPES OF 2H:1 V USED AT STREAM CROSSINGS TO M INV IN- 67 Town of Cs Utili .S TO MINIMIZE IMPACTS. n' ~J''+PPiOO~~ W
TLe Own~IDnaloper baby oati8a ~ ad Town oomm~ have txe~ ieco~ponted mw me nnwin~, ana Sp«i&bion~. me wata,a?na smitmy sewn sy~
Q INV =327.71 3. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN IN WILL BE RE-GRADED ANO/OR CATCH BASINS INSTALLED T / ~ DRAINAGE PROBLEM. TOWN INSPECTOR THE AREA n~w~.,~;~~~~,nF~a~,sa~yo~e~ g„?~3,ZOOsm~o,~naa,~io~,m,
LLEO TO CORRECT THE sr~a~a~, and Town of Morrisville and Tmvn of Gy mm~gmmt, and financing of the Town of Mmtievillds water and sanitary Otdmmcee and 9tmdadr. Redfip~Ltou0. god Dati4 imd the eewa~ sys0em within the pnxnt and Nt~e corporate timib aad U~bem W
w.Y may' OwuRhir checked the plain to cow that Ih~a~e ace no aroa Service Ans limits of toe Town of I~mdivillewa tr~!med to C~eTown J
4. MAINTAIN 2A6 SLOPE UP FROM TOP OF CURB TO MINIMUM ~LF PRIOR TO TRANSITIONING TO STEEPER GRADES. NI MUM 3' BEYOND SIDEWALK a a~*pone. The ownadDevelopea hereby c«ti£w aw? agrees of Cuy as par tlue mmg~ agreem~t 6etairoe~ these taro Towm, All w~or to tike inch acflon es may be inquired by the Town of and ~mituy eewu ry~ deign and coa~Wwtion ~Lsll be in aceord~mce Marimlk end Town of Cay to comet my eQOn, omi~rioat oa~ with the'Covm of Cary, Standard, 3pxiFcriions, and the 3t~dard J
~ F - A S O 4.367G noa complimce with Town oCMmriaville and To m of Cry Com~6u~stion Dehil Ihaw+inas WL
1 1 ~ 15"RCP 5. ODE SLOPES OF 2,5H:1V USED ADJACENT TO WETLANDS A ~ 6. REFER TO EdcSC PLANS FOR STABILIZATION MEASURES ANDS AND STREAM BUFFERS sue. ~d ~ ~ raeuecation of this wn~trucdon Alert witl~ the appmprieoe Approived bar the Town of Card ~ U~Q
tES consand /or iavisions, ~~Z 0UZ
~ 7. If PIPE OR STRUCTURES LOCATED IN GROUND WATER CON ADEQUATE BALLAST TO PREVENT FLOTATION.
1 :R CONTRACTOR TO VERIFY B'~°'a'~ ~ o~.R na O04 aQ c; Z co
~,,,1.. _ U
`n`ti~w ` ` 1 ~ 1
~ ~ ~ CUT/FILL DESIGN CRITERIA IA T~ ~M~ Engineerin= ~ PWmin=Fees Paid 0906 u Z
1. SLOPES BETWEEN 3H:1 V AND 4H:1 V MAY 8E ALLOWED IF VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH GRASS, RED FESCUE OR OTHER VARIETY WITH SIMILAR CH SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRAS ~ e. a ~ . ~ 2. SLOPES THAT ARE STEEPER THAN 3H:1V MAY BE ALLOWE CIRCUMSTANCES AND APPROVED BY THE ENGINEER, IF STA NED IF STABIUZEO WITH Eugiueer/tuepector Disclaimer
SUCH AS WEEPING LOVE ~ Ya xo comments CO 3:0
_AR CHARACTERISTICS. 'fheptee~ceoftheTownofMo[risvilleorTmmofCffiy Few 'F GRASS. BnBmex or Inspector at the wodc site dull in no wey leano
. ~ v ' the Oana's raponaibility for confmmiry witl~ the Alms end Town otMorrlsvWe
ALLOWED UNDER SPECIFIC '~"d0~'' ~O1~~GEO$m0"O`~°C~07~10`°D' RdestedtorCon~hvction IF STABILIZED WITH odrw~cmat~doesn~~vvi~ththeplmu a d~ a z ~
PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE C PLANTINGS ANO RETENTION DEVICES. ABLE COMBINATION OF ~i6catiaaro,w~helherfmmlackofdi~co~ayorfamyy a
~I" ®4,29 ~ 18"RCP 7 LF O 6.3 e 15"RCP oth4 t~eaeon, it dull Im no wsy ptevmt Lte[ Iejecflon and (StgriatuTe tlglnfld) comction of the vaa~s~ctory miAa~ials or avodc whin
~ diacovercd. 1Lis is dso tree if We work hss been ~cc~ed amd is wma?tly being maintained by tlu Town of MoaisvHle Z
or Town of Cay. TLe Owner aball be mepon~ble for 3:
I ~ / SLOPE DESIGN CRITERIA correction of all wet fat does sot conform w the plus amd Date ' specific~ams. IX
3 'p . ! l ~ / 1. THE MINIMUM SLOPE ON DRAINAGE SWAIES IS 0.50, 0 CL Z W O
- _4. ~ 1 ~ ~ ~ ~ r ~ / 2. THE MINIMUM SLOPE ON ROADS IS 0.709.
~ ~ V Construction Requiremeata
O , ~ .19 \ \ / / ~ 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.OJL \ \ ~ ~ 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0 IS 2.09e. Reveiw Di~clsimer All public and private wo~c ixludmQ bat notlmtibd fo + Q W > Z o0
_ ~ ~ T IS 1. Q°Ie, Should the Town of Momaville or Tovm of Coy fail to identity, ~9' ~ ~
~ ~ a ~ ~ 3 ~ that the OwnedDeveloper has not addre~xd the commmb made savicee, etoml aewas~ dtaiai~ `Y~. m 0. 1r4 by d9~ Town, or Uut the Plm~ and Spxificetion wenot 6t PCB lots, sNe grading dd land~p6~ X11 be cam~tracled m OC Q ~Do
o \ q i ~ ! \ ~ 44.38 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.0'L com~plience wld~ iapective Wwn Oidmmca, S4mduda, accedence with the Town of Moa~im'lle and the Town of Catq Ordinmces. 3t~mda~ds. 3Peci5c+tio4 rind D~a4a'Is are sPwifia~0. and Detail ahathe from lick of dieeoray or for applicable. No deviaNone from the OamedDeveloperaSttbmitted
o 1 \ ~ ury o9~a re~on it a4all in no way relieve due Oawa/Devdopa of z o z Z
I- ~ < tLefr oWigadon 9~a~eo~ as obligate the Town of Moaiaville or P~ W'~ ~ Mowed uniesa wiiiteo appio~d ~ ffie Town of the Town of Cary w correct ouch since or omismons. Facacatian Morrisville is received, along wig pam~eioa fiom We Town of
. ~ 345. 6 C 1 ' of this conlmctioa plat by the Revaiw Engineer or Pffime for ~Y for wets aid aenitaey aawe devi~tione.. All Pnblie std eitLa Town in no way lmmits the rapon~biliry of dte Owner and Private Euements shall be recorded priircto final acceptmice by
y ~ ~ ~ ~1 . ' ` ~ ~ ' Engines of Rxord wiW teend to compli~ce wi0 all Factual, the Tmm. Vag z
~ r 3 ~ ~ ~ ~ , 1 t / ~ j N ~ ~ ~ H State, ~d local st~datds, regulations and/or condilions. . - ~
0 ~ ~ ' Op
45.2 a , . V • ~ ~ f r w z~
~ i ~ / % F CO C7
U H • / n
d DESIGNED BY: ELB
~ ~ f C ~ 'i ~ ; ~ ~ GROUNDWATER NOTE DRAWN BY: ELB
0 j: ' ~ ~ THE PRESENCE OF GROUNDWATER SHOULD BE LD BE CHECKED BY: CMD
i I ~ __...r.--- / E YOU ~ ANTICIPATE ON THIS PROJECT. CONTRACTORS ACTOR'S BID SHALL
t , 46.10 x~ _ , j.,, 6.10 345.8 5J"S( INCLUDE CONSIDERATION FOR ADDRESSING THIS I JG THIS ITEM. pqTE; 12-2 1-06
SKY
\Xkc y GRAPHIC SCALE 632.4 77
N +o 0 20 +o eo ,eo PROJECT: 015476039
KEY MAP
~ ENLARGEMENT "D"- DRIVEWAY 6 6 8c LEVEL SPREADER 3 NOT TO SCALE
~ SCALE: 1 =20 Zo' ( IN FEET )
Y 1 inch = 40 ft. C 1 t t
IS DO M NT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, A AN INSTRUMENT SERVICE, I INTENDED ONLY OR THE SPECIFIC PURP IC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AN IMPROPER RELIANCE ON I OMEN WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION Y KIM Y KIMLEY-H N A ASSOCIATES, IN HALL WITHOUT UABILITY TO KIML Y-H N AN ASSOCIATES, INC.

\ _ ~ o~.N~Re chi T- ~ \ ~~~~y ~ ~ ~ ` \ \ \ % ~ l` ~ ~ ` ' g ~ ~ NEIY~SE RAVER SUFFER \
ONES 2 3p'-Sd; EAC1~1 ~ \ ~ ~ - ~ ~DE F~OM~TOP ~OF BI~NK) ~ ~ ~ ~ f _l~ -
V - - - ~ ~ ~ E ~ \ ~ ~ `_1 \ `i~~ ~I ~ 1``11 \ N ~USE\RIVE"fit BUFFER ~ ~ ~ \ \ ~ \ ~ ~ KimleywHorn
O yam.. ~ ~ \ \ ~ ZONE t ~0 -~0 E14CH \ ~ ~ ~ ~ ~ and Associates, Inc
~ ~ i / ~SIOE\FROItit TOQ OF~BANl~~~ - ~ ~ ~ ate' 1 ' ' = i 4651 CHARLOTTE PARK DRIVE SUITE 300
~ ~ - ~ ~ ~ CHARLOTTE. NORTH C/1ROUNA 26217 PHONE: [phone]
24 ON EN ACH~uIENT~ ~ ~ ~ ~ ~ ~ ~ WI FR~M CE TER ~ ~ \ ~ ~ ~ ~ r / / ~ / FAX: [phone]
,ice \ ~ " ~ \ ~ \ ~ 1 t PRIOTE'Gi~VE MATTING Q 2006
~ ~ \ ~ ~ ~ ~ ~ \ ~ ~ v' ~ ~ (R~FER ~gEdtSC PLANS) ~ ~
\~~~~1111111///
r.. \ ~ S~IMEN~ ASII~`~$ ~ ~ ~ ~ t~~~ ~ I 1 v'~ ~ ~~l CARO'
/ .r, ~ ~ FE 0~ pu1u ~ \ , I 1 ~ ~ \ I III ~ \ ~ ~ ~C`~ ~ \ ~ 4 I R~P~RA~~ISSIPA OR I~~IIII III 1 \ ~ l ~ ~ ' _ f~ , ' i i , ~ ~ J
z ~ a ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ (REFER TO' EdcSC LAN ~I ~~II ~ 1 1 ~ _ ` J" `i .iii ~
4 / ~ \ ~ ~ ~ ~ ~ ~ ~ ~ BMER~ENCI~ ~ ~ ~ / y ~ I ~I) % ~IlIII SEA
1 / / \ / \ ~ ~ ~ ~ ~ ~ \ S~'ILL~M1MY ~ I, ~ ~ ~ - 31
0 ~ ~ ~
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i / r ~ / 1 ti.,, \ ~ ~ ~ 1 ° ~ I~ ~ I 1 II I I ~ / ~ ti - - ~ i /
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ARIN IMIT LE L i . . F ~ , ~ ~ ~ ~ ~INV~ 0 TL3~25~00~ 1~ ~ > 1 I PERMIT SET
/ y ~ ~
~ 1. I~ ~ \ I I I LE'~/EL I P E) E I-~F r INV.,~UT=320.00/ PRELIMINARY
~ ~ , 1 1 ~ ~ ` , 1 I I ~ (SSE S~E~T~1~.~7 I J ( ~ ~ - NOT FOR CONSTRUCTION
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/ r - 4 ~ / ~ / i ~ ~ OPOSED 100 YEAR a
~ -k. ~ y/ ~~i jii ~ ~ FL000 PLAIN (TYP) a N
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~ . , _ / i ~ i~i ~ 18' NON-ENCROACHMENT ~ WIDTH FROM CENTER OF
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V OUT=3 6.01 ~ ~ 1 ~ ~5 00 q
i r » Oc c~~~~
C A i G
~ ~ \ °.~''S9•~'T SEE STREAM CROSSING Z
A9~ ENLARGEMENT THIS SHEET
IM L= i ~ \ IVI r J IM L= 3 , ~ ~ - ` , \ /INW/11~ 33~Q@' i ii ii%' ~ ~ " ' ~i l JV I =~35~6 - ~ „may/~,~ ~ , ~ % ' ~~C i ~ ' , ' ~
~ T=
~ ~ . ~1 ~J ' 11,~1~,\~\ ~ ~//~/~~////~~j /~~~~ix'~~i l
< < / I ! ~ ~ ~ 1 I i i__ J I, ,~j ~ EXISTIN ~tAJN~i~i o/ ''%.'i_ ~ .
dic
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(S ELSHE~ 1~1~07 4 (2) 8X10' RCBC 1 1 A 25 68.86 u w W J
I ~ FOR DETAIL) ` ) • 0,0~ I I I I~ 1 RIM EL= 6.85 ' r Op;F_
Icy •INV IN =310.50+ `I~~i / INV OUT 309.90 ~ 11 1 INV OUT= 2~ \ GRADING AND DRAINAGE NOTES: ~ 1 i. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS Owner CertiFicAtion Q N Q
~~~I ~~1~
I The OwnalDevel 2, SIDE SLOPES OF 2H; 1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS, haVebanincorpo nrawings are in c Standad~, end To / / 3. WHERE "STANDING WATER" IS DISCOVERED 6Y THE TOWN INSPECTOR THE AREA ~~~+~5+ ~ / WILL BE RE-GRADED AND/OR CATCH BASINS INSTALLED TO CORRECT THE or~o~ions Th~e DRAINAGE PROBLEM. / Mode wd To 4. MAINTAIN 2X SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK aon-compli~cewi / ~ PRIOR TO TRANSITIONING TO STEEPER GRADES. ~3 ro-aacution of this el c Morrisvilk Pro'ect wnerNev opahaby ertitestheh all Town comments ~ een incorporated into the Drawings sad S exifications, the Town of Ca Utili rouse p rY tY P Z ~ W
~ ~ ~ II ~ ~ r~ 1 / ~ ~ "T / CI.A S 2 RIP-RAP ~ / ngs are in compliance with all Federal, State, Local nds, end Toam of Morrisville and Town of Cary W~ Aad g~ gem g slam ~Y y Q m CO)
mces and Standards, specilyccations, and Details and the On A ' 3, 2006 the ownaih' constructio o do maintenance P~ tP~ n, ~ ~ SPOT ELEVATI N X 1 0 0,00 0 has checked the plmis to confom that there are no errors m meet, and t'manc' of the Town of Morrisville's wets and sani Z W
J (~j ~ N ARMORING OF ~ m6 ~y salons, The Oamer/Developerhemby certifies and agroa sewer stem within the sent and i'lrture oo limits aadUrban EXISTIN NT R ~ 0 U
(j~ STREAM BANK ~ ~ 0 ~ such action as may be requited by the Town of Service Ara limib of the Town of Manisville was traasfened tp the Town PR P NT R SED 0 rtnlle sad Town of Cary t4 comoct any etrom, omtsamsta or of C as the mar a roement between these two Towns. All wear aY Pa 8 a8
an ' with Town of 1Vlonisvil1e and Town of C and ssai acY ~Y sewer rysbem n sad conslnmhon sly be to accardattce IMI F L I AN
~ w ' ~ l / w~ ~ I ~ ~ mces, Standads, S ,and Details and/or with the Town of C Blandest S ary, , p~~~caahpas, and ~ 3tandaZd 311t]On of thlb Coal~gChoa plat with the approp~e COasflll~hon Detail ' Dt~aWmas lu
5. SIDE SLOPES OF 2.5H:1V USED ADJACENT TO WETLANDS AND STREAM BUFFERS CO1""0D"~~0 / 26koo 6. REFER TO EdcSC PLANS FOR STA~LIZATION MEASURES ~On3 sad COI reviAione. CUR 8 R A roved b the Town of C J ..1
~ I / / / ~ ' ZONE 1 BUFFER PP y ~ T RM PIP O ; ~
J / ~ ' IMPACT (3402 SF). Owner Owner Date A H A IN
7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY Z~a~ttg 1'~le
I ~ ADEQUATE BALLAST TO PREVENT FLOTATION, 2 O 1.109 LEVEL PR A S E DER ~$N N LO z :3
1 3~~ En~inar/In~ect 327 I RAI L o ~o
• Taws oiMorrisville ~r1In actor Disclst~mer RETAININ WA sP G LL ciz
ii 1 , ~ H En ri & Plannin Fees Poid ~ ~ . ~ FEI'VCI1V~ ace of the Taws of Motnsville or Town of Cary ~x ¦ ZN ZWU
FE -2A~ I ~ ~ CUT/FILL DESIGN CRITERIA ~ S~IE ~N'Llt9IlSpOD81~/ 1. SLOPES BETWEEN 3H:1 V AND 4H;1 V MAY 8E ALLOWED IF STA6ILIZED MATH 'p°C~"h°°e. s~°"~a • Yes No Comments or ~ at the wodc stte shall m no way laean ~w6 Q~~
~ STA 1~+00~ ` iNV OU~319.00 ' Z NE 2 8UF ° ~'s responsibility forconfortnity with the pbmaand Fees WETLAND BUF R I P FE M ACT ons. Should the Engmea or Inepectar pnor to,
i\ ` PAT (243 SF.) } Q II ~I VEGETATION THAT RE(~UIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE d""`~~'~~"O11° or work that aoea not \ GRASS, REO FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTERISTICS. ,~;~„b~,, SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. otherresson,itshaltin efl~er construction rail to identify or reject materials Taws of Mor~vilk u~t doee not conform with the plm~s end 4c laddadd- Ez
Releosed for Construdi~ • ons, whether from tack of discovery or for any WETLAND T P 0 6E RTE oc TED un, rt shall m no way prevent 181er re~oction and did co i w
~ - Il \ l 1 cornction ofthe uns~ 9.21 2. SLOPES THAT ARE STEEPER THAN 3H:1V MAY BE ALLOWED UNDER SPECIFlC dieoovet~ Thiaiaa~ L=326.85 CIRCUMSTANCES AND APPROVED BY 1HE ENGINEER IF STABILIZED WI1H 81~18~"`~uy~'~g INV IN=323.00 PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINAl10N OF mTownofCay. The ~ INV OUTa322.80 PLANTINGS AND RETENTION DEVICES. of'u`ro`k r-- - of the unsatisfactory nutetiala orwork when
2 LF ~ 2, 0 e~ 5" R~P " ~ I ST EA ~2 ~ This is also true if the work has beers acceptod , si lute uurod NEUSE RIVER FF R 6~ ~9 BU E really bung maintained by the Town of Momsville ~
\ \ ~ y a IMP CT 12 LF if Cay. The Owner shall be raponaible for RIGHT- F-W Y 0 A . of all work that does not conform to the plems and W a
EA M T SE N E a
\ ~ ~ , / Date
Z
1 ,l ~ ~ ~ ~g
o~ / / Rev~i • ,1..Z3~tr- / / / 15"RCP Reveiw Disciswner , Conatructton Re uirement: 4
\ ` ~ ~S_' Should the Town of M ~2~o SLOPE DESIGN CRITERIA ~P~° Town of Morrisville or Town of Cary fail to identify, All public and private work inchtd' but a~ limited to roa/Devel has not addressed the comments made ~ o ZUJL
wat+ermeins, wets xrvices, s®itery sawas, s~mitary sews awn, ar that the Plans and Spec~icatroa are not m services, storm sewers, draintge systems, roads, sidewalks,
~ t. o ~ ~ ~ ~ 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.507 spea,t~caaons,~an~ ~ ~ eny otha reason it shall vnih respective town Ordinances, Standards, , pinking lots, site grgding end landsc shall be ccroshucted in ~ end De~u.l whether from lack of discov or for ~ ~
o 1 ~ i ` ~ 'I ~ , `5 t ` , eaordance with the Town of Morrisville and the Town of Cary son ~t shall rn no way telteve the Owner/Developerof Ordinances, Standards, SpeciflCa~tion, and Detadstha~ere loon therroof, nor obligate the Town of Momsvtlk or >UJZ+
~ONE~2~~ ' 2. THE MINIMUM SLOPE ON ROADS IS 0.708. ~Ob~~ ~,~'°°e the Tovm of C to co / t~PACT ( ~}0/SF.~ ofthiaeonrtrncdionplat applicable. No deviations from the OwnerlDe;vel s Submitted f Cary to correct such errnra or ornrsstons. Execution , plena will be allowed unless written approval firm theTown of r - . ~aa
Inchon plat by the Reveiw F.ngmeeror Planer for ' ..~„a .O .,,r.j., 5.'n', t~omavilla is tarty aloe with ~~oa from ~ Tows of , . ~ M 1 l11 r10 way hmlta the tesponstbility Of the Owaa and , ti,
7 / / / ~ / C~ RAP 3, THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.OR. eithaTownin~way Engineer of Rxord wit / / ~ DISSIP~ 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING lOT IS 1.09, sm~•a"d~t~."a~a C for wets end sewer deviations., All Pabhc and 't~,. sty santtaty ;,T>. Record vnth regard to cornphance vnth as Federal, ' , dry-:,.: . J~~t~~, l~ivate Easement9 ~71WLL ~e iWo~ Vi t17 i~{~( y~~ ~,l,,;y i. ;~y 'i.~, scat standards, ngulations~nd/or condtttona. -.t;:;.~ °o z +
the Town. ~ .-,..~.r. ,1s r ,.s Z Z 0o W
~ ~ oo ~ 00 i 1 0q _ B~ / ~ / / 5. THE MINIMUM CROSS-SLOPE ~I ROADS IS 2.07r 'ar' r., ~ ~ ~s,
~ ~ \ \p O / - a ) ` C I) C~ o c F~A~'T S,6 O~SF.~ ~ ~ r~:,ri'1~1'•~ :S ~ ~ y4 ip'? 0
V~„~'"_ 'SF'r .s;r,~~.; .~,i. .ti"' = z~
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~ o~o ~ ~~o 0 0 0 ~ ~ / i ~ o ~ o / / / ~ / ~G / ~ . , ~ ~ ,fir ~r' Y V l J Rte./ RS J' ~ ~-r~j Aryl :.:¦n^' '
< ~ , ~7LF ~ ~ o~o ~oo c~ ~ v l 15"KtCP o o c o ~ ~ v ' 1 ~'ti ~ ~ o ~o o ~ ~o 0 0 ; \ t', it Ji. f ~ jI i.
.may' . ~ ~ 1. ~ .;::J, ,~r!i' /
;r'., ;c.. DESIGNED BY: ELB
~i } o ~ TA 0 o c o~ c I~ r { r . ~ ; DRAWN BY: ELB
~5 _ , ~ I V T~ A o 0 0$0~ o c / / / / ~ ~ ~ H N , NW H A T r/ ~ ilD BE CHECKED BY: CMD
, ~ ANTI A PT N THI P TRA T R T N R J . ' ~ ~ I~IAI ~ ihl' HA\Inlflf n 1 TI/~~y r-nn ~ nnnrnn~~in r~ inn ~ 1CTOR'S BID SHALL
P RASP Rp~ ~6~ F P 7y~T IIVI,LVUt I.VIVJIUtKA I IUIV Y VK AWtCtJJllVli It11J 4u . t"". DATE, 12-21-06
1M NK~~ ~TA 24+28.-91 ` / , RIM EL= 29.33 ~f GRAPHIC SCALE
a~IV INf~23:20 ! ~ ~ oo Wj ' PROJECT#: p 15476039
2) 3. c IN1G-0UT=321.41 (15 RCPT o o (2) 3.OMx2.4 CBC ; i , 40 0 20 40 80 160
10000
KEY MAP
s STREAM CROSSING ENLARGEMENT lool NOT TO SCALE ( IN FEET ) c 0 11,04
Y SCALE: 1" = 20' i inch = 40 ft.
THIS CUM N , TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, .A AN INSTRUMENT 0 SERVICE, I INTENDED ONLY 0 THE SPECIFIC PURPI C PURPOSE AN CLIENT FOR WHICH I WAS PREPARED. REUSE AN IMPROPER RELIANCE N 1 DOCUMENT UT WRITTEN AUTHORIZATION AN ADAPTATION BY KIM BY KIMLEY-H N AN ASSOCIATES, IN HALL WITHOUT LIABILITY KIML Y-H N AN ASSOCIATES, IN C.

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v E KimleymHorn
o? 0 and Associates, Inc
1651 CHARLOTTE PARK DRIVE 81117E 300
m piARLOTIE, NORTH CAROLINA 24217 PHONE: [phone]
E FAX: [phone]fi 200
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Owner Cert~ficahon •v N
~ MorrisviUe Pro'ect • /Devil certifies that: all Town comments 1 The Owner herby
~ e Town of Ca Ut' ' royal ' e been ' into the 'sand acif'ication th p En >oeerlIn actor Disclawer u hay mcc~rporated Drawing Sp s, r}' S sp ~ s are in cam liance with all Federal, State, Local ~~8 P 0 per Z Q
Standardds, and Town of MonYSVille and Town of Cary Water And Sanitary SeNrcrcr System 'The ace of the Town of Morrisville or Town ~ prase Ordinances and Standards, specifications, and Details and the On April 3, 20Q6 the ownership, construction, operation, maintenance, E ineer or I or at the work site shall in no SPOT ELEVA110N X 100.00 vtlle or Town of Cary e shall in no way lessen
n8 Owner has checked the 18ms to wnfnm that these an no annrs maaagmem, and financing of the Town of Morrisville's water and sanitary the Owaei's r ' ' for eonfornii with the p ~~~Y tY TIN NT UR EXIS G CO amity with the plena and cf) a FM
or omissions, The Owner/Developa hereby edtiE~ and agroes sewn sysbeni within the present and future corporate limits and Urban ifications. Should the E inner or I or Q ~ ~ l 3 to take sack antion as may be requutd by the Town of Service Area limits of the Town of Morrisville was tran~ernod to the Town durin or after construction fail to identi or 8~ fY ~J or I or ' r to PR(3POSE0 CON TOU R ~ , ~ntify or reject materials
0 behveen these two Towns. All water Momsvrlle and Town of Cary to correct aay errors, omieaoaa or of Cmq as per the merger agreement or work that does not conform with the lens and a P 0 noncom Hance with Town of Morrisville and Town of C and seam stem d ' n and constarction shall be in accordaa,ce ck of discov or P ffiy ~~'y sY ~ ificatto whether from la ~ ~ erY LIMITS OF DISTURBANCE ~•r¦ ~e plans and discov or for an ~r y ~ / , Z 0
Ordinances Standards S ecificatsons and Deta~s andlor with the Town of C , Standard, S ifications, and the Standard 1 ' no event later re'oc1 p ery P~ other reason, it anal m way pr ~ ~t ~ re~~~orf ana UR & GUTTER C 6 r` 1 m ~
W t Consturction Detail s ~ ro•execution of ibis construction la wrath the io DrawmB correction of the ~msatisfac mabenals or work P aPP P~ ~Y t~ corrections and /or revisions. v ' 's tree if the aodC has been d>sco eyed. This i also rials or ork when . , otiC has been anceptad . \ ^ 1'
~ A roved b the Town of Ca pp Y rY sail is cua~m maintained b the Town of ~ ~s y or Town of Cay. The Owner shall be responsible STORM PIPE the Town of NGomsv~lte e nsiblefor . .t~;~'r'1 ~ its
/ . a cosmction of all work that does not confann to th CATCH BASIN ,onfana to the p1~ws sad ' tf •~I it v 't l I / / ex t s\\ I~' it ,li ~ ~ J,.~r,l:.'. s.~~. .•1., ,-v P n ? ~ r.t. G'.S Z
Owner Date specifications. E nee Dabs ~ ~ 'v UI E RAIL 1. ~ 'J'J7~,•_~'f=: r ~~7 ? r .s:~f:~~,;•~~ . , sf^,, stir D
O RETAINING WALL ~ \ ~i -t; ~ r 0
Q U F N IN ~ A 1 \ ` ~ ` \ ~ / ~ a n
Town of Morrisville U / y. ~ \ , ~ `I~ ~ ~ \1 ` ` / ~ tit3
En ' eerin & Plannin Pees Paid H ~ ~ g 0 WETLAND UFFER IMPACT ,S ` . ~ ~ \ \ ,t ,
U Yes No Comments v~ Infrastiucutre Reveiw Disclaimer Construction Re u'ements . . ~ ~ DESIGNED 8 ELB
9u e Fees W N T PROTE TED WE D 0 1~ . ~ DRAWN BY: ELB
~ Sod a To of Morrisville or Town of C fail to i All ublic and 'vale work mclu ' but not limited to p h ul th wn ary y~ P Pn ~8 ' elo has not addressed the comments made watermaina water services sari srwer Town of Morrssville that the owltiedDev per tars sewers, satrrtasy . . TH PR N F TR H UN WA UL ILD BE CHECKED BY: CMD
• b either Town, or that th,e Plsms and SpecifiCCation are not in services, storm sewers, drainage systems, roads, sidewalks, r Released for Construction Y ~iri i~r DI1/CD o~ icccc ~ ANTI IPAT N THI P TRA T ED 0 S R T, N R OJEC CO S I ' , ' , A ~ 1•IAI . I/1r AA~.A,w rlA • A~, ~ww • www~AA,~,A .w, •,w kCTOR'S BID SHALL
compliance with respective oovm oia;namces, standards, parking lots, site fading and landscaping shall be constructed in KLT MAF-' lN(.LUUt (:VIVSNtKA I IUIV W N AUUKtJ51N(i I FilS NU 1HIti HLM- DATE! 12-21-06
Specifications, and Detail whether from leek of discovery or for accordance with the Town of Morrisville and the Town of Cary 0 any other reason it shall in no way relieve the Owner/Developer of Ordinances, Standards, Specification, and Details thyme NOT TO SCALE GRAPHIC SCALE
~ (Signature required) their obligation tltueo~ nor obligate the Town of Morrisville or applicable. No deviations from the Ownv/Devdopers 3abmittal the Town of Cary to correct such errors or omissions Execution plena will be allowed unless written approval from the Town of mifted EASEMENT iof PROJECT: 015476039
N of this construction plat by the Reveiw Engineer or Piamta for Moixisville is reserved, along with permission from the Town of 0 of 1 zo o 10 Zo +o
o either Town in no way limits the responsibility of the Owner and Cary for water and sanitary sews deviations.. All Public and Engineer of Raced with aged to compliance with all Federal, Private Eatemtab shall be recorded prior to final aceepfantt by Date 3ta1e, nd bcat afmdad; regulates and/or conditions. the Tows "I~ RIGHT-OF-WAY by
9 i IN FEET ) t
Y 1 inch = 20 ft.
THIS DOCUMENT, TOGETHER WI THE CONCEPTS AND DESIGNS PRESENTED HEREIN, SAN INSTRUMENT OF SERVICE, IS INTENDED ONLY OR THE SPECIFIC PURP IC PURPOSE ACLIENT MI CH I WAS PREPARED. REUSE 0 AN IMPROPER RELIANCE ON I DOCUMENT WI OUT WRITTEN AUTHORIZATION AN ADAPTATION BY KIM BY KIML Y-H N AND ASSOCIATES, IN SHALL WITHOUT LIABILITY KIML Y-H N AN ASSOCIATES, INC.

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7 CA Clethra alnifol~a 5ummersweet Clethra I gal 4' oc ~C 152 FAX: [phone]
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r ~ t 1 ~ t . 1 1 WETLAND CODE BOTANICAL COMMON CONT PLANTS
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• fit.. ~ i / r , / i i / /r ~ ` 1 t ~1 ~ ~ ~ C5 Carex stricta TusSOCk 5ed e I I /3 x 5" PLUG (a~ 24" oc iii g x9245 PERMIT SET
s 1 i ~ ~r'~ i ~i , • J ~ ;~1' ' , t ~ 11 r , Q . - 1 . ~ ~ 1 . . 4 ; • 1 PtAN7 TO 6" DEEP
V 1i 1 ~ / r ,I • i / l ~ 1 i ....•r" a ` ~ l ~ PRELIMINARY
J ~ ~ . ti. 1 ~ , NOT FOR CONSTRUCTION
. ~ / / r. ~I 1 y~ ~ ~l ^^r. ~ . ~ 1 1 ~ t . 'til . 11 EO EfeochaM~ obtusa Sp~kerush I I /3 x 5" }'LUG Q 24" oc 1,269
~ ~ . r' i 1 J_~r' ~ 1 • 5.., .'1 1 ~ 1 ~ 1 . t i t .J ~ PIANT TO ! 8" DEEP
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F , 1 1 ~.a t . i •i ' l,.... ~ 1 ~ I ' . ! ~ ~ l ~ ~r'. , • ~ l P1ANT TO 3~" DEEP
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S ~ ' . , i ~ i i ~ ~ I ~ . 1 ~ 1 i i I . 4 ~ ~ ~ 1 ti / + ~ ~ ~ '..r . i
t~ ~ ~a. II l I • i ~ ~ • .4 1 PA Pdtandra virgirnca Arrow Arum I I /3 x 5" PLUG Q 24" oc 21503
1 i ' ~ s ~ t~` t '~l 1 . ~i• v , I I ~ . ~ / 1 ~ • / ~ 1 P1ANT 6"- ! 2" DEEP
1 t•.. ~ • . ,j } • 1
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! I ~ 1 • I. ~ I i ~ ~ 1 . ~ ~ 1 1 . 1. ' t t 1 PC Pontederia cordata ' B{ve' Blue Pickerel Weed I I /3 x 5" PLUG @ 24" oc 2,435
~ •I' i : ~ 1 i .I 1 ' ~ ~ • ~ ~ ~ • ti ? t ` PIANT 6°- ! 2" DEEP
I.. a'. 1 i a s i. ~ I . s.. I i i ~ 1 1. . . • .t: ~ ~ 1 i _ l z
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. .1 ! \ . • ~ ` ~ • 'i• ti i t ' ` . 1 1 i ~ ~ ~ • i . • • ` 1 ~ PLANT TO 6" DEEP
s i' i 1 a 1 i 1 ~ ~ 1 I ~ •ti ~ \ J ~ l ! • / • t ~ r / t ~ ~ • • ! ~ ~ w
~ c t ~ ~ ~ i , . 1 I ~ ~ t WETLANDS GRADING ~ PLANTING NOTES:
i ~ l ; 1 I li [i I J I ` 1. .a :.1: 4 l ~ ~ • ~ ~ ~ T DRAFT A T M PRACTICES 0
• ~ • 1' I
r i I ' a I~ i a ` ~ ` t t .y I t I. a ~ ~ ~ti i i 1 i 1 ~ I `t~: ~ 1 1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND EQUIPMENT. ci
l~' k . ~ .i ~ . k„`. ~ •1 4, c. ~ t ~ j -I ~ ~ I f 2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND TYPES OF WORK PERFORMED AS WELL AS WHO PERFORME RFORMED THE WORK. Z
i _ • 1 . ~ i I 1 ~ 1 r • ~ ~ ~ 1 ~ „ice ~ .1'. ~ ! I 3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS. 4. AT MATURITY, 50% OF THE INSTALLATION MUST STILL BE GROWING AND HEALTHY.
i ~ ~ 1 ~ t i I y , . / 1 ~ ~ i ~ ~ 1 t t 1 I ~ ( ; ~ ' j ~ f i 5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTILLATION AND THEN FERTILIZED PERIODICALLY THEREAFTER.
GI t. 1 I ! n 1 I ~ r ~ i I ~ 6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN CROPS. HE TREES WHILE ~ ° ,
~ 1 I ~ ~ I 1 ~ i 1 n. ~ i 1 1 I. / ~ ' i 7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE SHOULD 8E TAKEN NOT TO DAMAGE THE ROOTS OF THE TRE a o
, ~ , ~ 1 I { • t ~ , r i ~ i / ~ / j , i r STAKING. IHt 51AKt5 SNWLU lit Ktri m YLAI:t YVK 0 iu is nnvrvin~. VEGETATION GROWTH.
'tee t t i i r j t t 4 t t / r ~ r ~ ? l ~ ~ / l ~ i / / ~ ) I % ~ ~ , t / l / ; 8. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF HERBACEOUS GRASSES AERATE-COMPETING THE YOUNG WOODY VEGETA GRASS SHOULD BE REMOVED TO ABOUT 6" ON All SIDES OF THE SOIL BIOENGINEERING ELEMENT. 1HE NEED FOR WEEDING MAY BELARGELY ELIMINATED B THE AMOUNT OF SEED USED FOR TEMPORARY EROSION CONTROL. DATED BY MINIMIZING U H N
{ ' ~ ~ r 1 ~ , . { t~ , 1 ~ • , / , %I I • % f ~ ~ ~ / / ~ i, J r I ; z W t`'` °a • UJ
¦ v ; ? ; , , I r 1a ~ + t r L- f ~ ~ ~ ~ r ; j ti{ 1 , ~ / / r I~ ~ / i ~ ~ / r / , 1 l , 9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6'. HARD SOILS MAY REQUIRE DISKING. ~Cf) CoM
i ~ , 1 ~ { t ~ ~ I t ifs` ; ! ~ , !1 t ~ ~ ~ } { ~ , ~ / ! , i / r ! ~ / / ~ / ~ r / ~ 10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10' AND LIGHTLY COMPACTED TO A MINIMUM THICKNESS OF 6'. IG SEASON TO BUILD 0 = Q N
t t ~ ~ L L.) ~1 t C.+Q .a ~ i {fit ~ ~ ~ , t + ~ ~ 1 ! ~ , ! ~ i / ~ i ~ / / i ~ ! / ~ / ~ ! ~ / 1 i / i i / / i / 11. THE OPTIMAL. PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING SEAS THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER. W
~ 1 Q n ~ ~ ~ . ~ ~ ~ { ; ~ ~ ~ . v {I + I i ~ ~ , ~ 1 ~ ~ / ~ ~ ~ / ~ / ~ ! ~ , \ / ~ ~ i , ' ~ 12. POST-NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION BECAUSE ECAUSE THEY ARE > Q W W
• 1 i 1 ` 1 t ~ ~ / ~ i ~ ~ • / i i ~ ~ / PRONE TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND SHADED. o Ct) W ....J ION. FOR RAPID z a w
~ i , . { •.I . 1 ? ' t I i 1 ca r•., { • . i ' ~ ~ 1 , ; 13. A WET HYDROSEED MIX OR OTHER METH00 SHOULD BE USED TO ESTABLISH VEGETATIVE COVER IN THE WETLAND WITHIN 14 DAYS OF CONSTRUCTION. F0 GERMINATION, SCARIFY THE SOIL TO A HALF-INCH PRIOR TO HYDROSEEDING. O > I- N
~ i _ ~ Z j'k \ ;ti. gyn. ::.1 ~ ~ 1 ~ i ~ ` t / / / ~ % : ~ / 14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN MUST 8E CLEANED OUT, GRADED, AND VEGETATED WITHI THE COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED. z _D WITHIN 14 DAYS OF Q Z
L r~ 1 1 / / , i i / / ~ i ! ~ ~ ; % ~ ~ ~ ' ' r / / %
_ . j• 1 ~ ~ 1 { ~ ~ ~ , % 15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB-SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUP TO SUPPORT VIGOROUS g z =00T BELOW THE < m
~I r ~ ~ ? . j {1 ~ ~ ~ ~ ~ / i • / • ~ / / ~ ' , GROWTH OF PLANTS. AT THESE SITES, 12" OF TOPSOIL OR WETLAND MULCH SHOULD BE ADOEO TO ALL DEPTH ZONES IN THE WETLAND FROM 1 FOOT BE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIQUE FOR ESTABLISHING MARSH AREAS BY SPREADING THE TOP 12" OF WETLAND NETLAND SOIL FROM A z
L r { 1 { t t ~ ~ ~ i / ; ~ ~ r DONOR WETLAND OVER THE SURFACE OF A CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS BEST COLLECTED AT THE END OF THE GR AS AN ALTERNATE, TOPSOIL CAN BE COLLECTED FROM THE SITE AND STOCKPILED DURING CONSTRUCTION. THE GROWING SEASON. w
/ ; ; ` 1 1 { 1 ! ~ { p jai 1 { ~ 1, i i JJ / i ~ i i ~ r ' ~ ~ 1 % i / , U
4 , r ~ ~ 1 ~ ti ? t , ~ r , i I { ~ ~ / ~ 1 ri i 16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANTING DATE TO PRESERVE SOIL MOISTURE ANO WORKABI ENTERING SLOPE 3 TO 1 MAX. FOR SLOPE WORKABILITY.
1: t 1 1 t j i ~ z ~ I r r ~ ~ ~ • W
C ~ 1 1 ,ti ~ ~ i _ 1 i~ ~ , • ~ ~ , f. J
} f ' / is . y ! } . ' ;i ~ ~ i / i ' ~ / / j / JI r ~ . ` r' i'' ~ . ~ ~ J
% i~ % ~ r , / ~ / i / ~ STABILIZATION AND PLANT MATERIAL. D
~f Q _.r : ~ ! j . ~ fig.-. _ ;;li /i! / • / / / / ~ ~ / ~ ~ d~ o z
C ..rj1' 1 1 I 1 1 1 1 V • . 1 f f ! 1 I 1 ; ••~y~ • / ~ / / ~ y~. / ~ ~ ~ ~ % ~ ~ r. ~ i' ~J ~0U) 0
1 •.a v ~ ~ ~ + ~ ti ; . r i ~ ' ~ r ~ ` i ~ A(]UAT1C PLANT MATEPoAL (TYP.). ii ~ Z W J
L r ~ tit ' is ~ ~ i , / ~ : ~ i i ~ ~ % % ~ % SEE PLANTING PLAN. ~ N. 0 W R 0
,fit t i \ \ - = ~ -r"" ~ / t r I ~,rr 1 l r ~ J / I~'J , •z naQ o 3.o Z Q wU ~ co <.J
yr . .s_ ~ 1 , h ! ~ ~ / f / ~ S . I I / I \ ` / ~ ~ i i
In i r ~ / ti ! ~ / i ~ I ~.__J---~ f ~ ~ ?1{ i J ~ .~.i ~ ~ ~ j ~ ~ i' i ~ ~ SEE PLANT LIST FOR MAX. PLANTING DEPTH >a
1 t i ( i 4 ~ ~ r r V ~ ~ ~ • i J /r ~ 0 y. z
t. ~ i J i I r ~ r ~ ~ I l r. 4 f i / f ~ l ~ ; , ~ / ~ ~ POND NORMAL WATER LEVEL. =0
1 1 ~ ~ -1j ~ i / % i ~ % 02 ~ Z
i 1 / i ~ I `ice i j I ~ r ~ ~ `'1--tip--- % % / % / , i i POND SIDE SLOPES 3 TO 1 MAX. F-
. / / ~ ~ . i ~ i / ~ % i ~ ~
% % ~ / ~ % ~ ~ ~ ~ , / 0 w
;fit 1 1 / , ~ ~ i ~ I j ~t r ~ ; / ; t l ~ , rr / ; , / i~ '
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, / 1 r 1~ ~ 1 ; ; f 1 'f f { , J , r I , , , ? s ~ I I- ` III-III A' } ' - PLANT ALL AQUATIC MATERIAL IN
-III-III-III-I t ~ I I-III- TOPSOIL. SEE NOTES FOR DEPTH OF TOPSOIL.
L L I 0 » =1 I I-~ 11=1 I I-1Tf I I 1=1 11=1 11= ~ ~ ; ~I I ~I I I~ ~ ~I I I ~ EXISTING UNDISTURBED SUBGRADE. 0
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n neerm nn~n eea ~AU.1800 832.4949
r • ons uc oa ~ m r sc auner own n ec rec r mer ~ n veer aamn own ner a ca on emen Canments Yes No .~,:''.,QI~fiJ~I.ICENiER LLJ
Infrastrucuutree ' Town co~arts • fat: ve ies Fees EXISTING GRADE " .:~uW'> w OR PROPOSED GRADE
d rivets wo • uc an • 11 ub A • at wo site P for P u e En ~etr or T e resence o 8 Du~ector to 1 P or P ann E Weer Town . Sou e ~ Oaraer e t to Y t no ~ clu gate wo m • ~n Drawm s e • mco to pec h ve een ~ ers sane sewer a rpo ~ w
watermauLS water services, fr . o • n the s ns 1 e 11 m no wa ess ~ e s Y 1 snot tb wne ve o th o ~ entt at pet' • sewers dram the services, storm , . Should services, sang sew , • Canme~ Yes No Local Federal Sta all Lance with lks Dra s are ~n c m roads sidewa ~P vets dra a ste s ~8 ~ sY ~ \
~ficatmns and s with the laps conforrn~ P~ cificarlons ~e not P lens and S that the P Town comments or pe • din ar • arlUn lots site ~ constlucaon ~ g n a1ler urt or P g to d En ~noer or Ins ector or g, r Pri • Aaea a Foes g the Owner n and Sta dadds sand T wn Ordltnance and o dads Stan hucted shall be cons , and 1 dan ~ g g 4 INCHES MULCH (SEE LANDSCAPE NOTES y ~ C9
whethe p or 5 g • Ordinances th Town in m Hance ran cop ~ ith the Tow • that does not in acc ce w als or w M ~l Aden or re ect mabsn fa to tt no J r r other reaso fo an k f dlscove o n, there are no ens ar ec t e ans to co has c N dev~ons P 1 the Town o . omments • Y No FOR TYPE OF MULCH ) DESIGNED BY: KJ B
lac o , from Y o rY v 1 er s su ~ th caner e o ~ ons a r e p s ~ cab con rm cal a as spec , o ahon P f ~ v to er o Owner e a re eve 8 . w P b c es to ac es e 0 vc ere sons. ~ s om~s Y P~ wlll ow er s su mitt P p • R 1 ement f M le ac the Town o om ti n as ma ~ CUT BACK SLOPE TO PROVIDE A FLAT SURFACE GROUNDWATER NOT FOR PLANTING IF SHRUB IS B & B, THEN 40TE DRAWN BY; KJ B
Y • mt eZ written nova U m no as ~t ha r s aPP tlssr easo rf ran o f iscov o o n, Y om~ss~. o ~ Y t h emars or t th Town to comet suc nor o ~ a e e g h ac o v e suc y m t e Town is recei e ro . Fees • - nth Town m lance w to correct an errors onusstons or non co p REMOVE BURLAP & ROPE THE PRESENCE OF GROUNDWATER SHdU „t„ ~r FROM TOP 1 /3 OF BALL ER SHOULD BE CHECKED 6Y: ,1A
• hll • Pnvate Easements s a • f seas nt re ecaon cornect~on o e un ~ En ear or revs er th Re ew J bon at e P t ~ construe 11~ Executton o s A _ _ . _ _ . _ _ h 11 reco r to Y i s a pno e*e~a~Q ~t9f~/AT T0.PYP1!llf'Ifl?1 Ai ~11Q C(111C1t11Ch~I1 til~ ~ the .iTi non ~ rrn n~~ 'n ~I[+ nnn IrnT /~AAITO A /~f1A1TD AnTf1D'C Din CV A{ t
Planner for the Town of Morrisville in no way Imuts ft materials or work when discovere d. This is also true ~ me dy ~ 1 ~ C 1'1119 BACKFILL MIX INCLUDE CONSIDERATION FOR AOORESSI - ~ UNDISTURBED SUBSOIL GRAPHIC SCALE I,VIN I RMV 1 VR J DIV JI lr%L-L
responsibility of the Owner and Engineer of Record with work has been accepted and is curiendy being maintained by appropriate corrections aad/orrevisions. ,DDRESSING THIS ITEM. DATE: 12-19-06
~ regard to compliance wiht all Federal, Sbbe, and local the Town. The Owner shall be responsible for correction of
standards, regulations and /or canditions• all work that does not conform to the plans and specifications. Town Representative 40 0 15 30 60 PROJECTf. 012511010 20
Owner Date
i 5tlRUE3 PLANTING ON SLOPE
WAL-MART STANDARD DETAIL DOWNLOAD DATE: 08l06104 ( IN FEET )
Date 1 inch = 30 ft. L¦ 1
Ln j
PTAl10N BY KIMIEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECI SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION

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