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~ _ ~ w.. ~ )PES OF 2H:1V USED AT STREAM CROS~II~OS TO ~~',',I~IMIZE I;~PACTS~° ~ .a _ ~ _ ~ z
° 3. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR THE AREA r F U
3f WILL BE RE-GRADED AND~OR CATCH BASINS INSTALLED TO CORRECT THE W i,, ~ if.
° ' DRAINAGE PROBLEM. O ',d
o, 6 4. MAINTAIN 2% SLOPE UP FROM TOP OF CURB T6 MINIMUM 3' BEYOND SIDEWALK
PRIOR TO TRANSITIONING TO STEEPER GRADES.
E,,,, o!r, 5. SIDE SLOPES 6F 2.5H:1U USED ADJACENT TO WETLANDS AND STREAM BUFFERS
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~ 6. REFER TO E&SC PLANS FOR STABILIZATION MEASURES
o,,,, Q' 7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY N
ADEQUATE BALLAST TO PREVENT FLOTATION. a' i
N 8. PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE ~EDE~I D ~ r
OBSERVATION OF A QUALIFIED LICENSED GEOTECHNICAL ENGINEER AND THAT THE ~ ! TOWN IS PROVIDED WITH A FINAL GRADING REPORT, INCLUDING THE SPOT ELEVATION X 100.00 .mgr, ~ I~ ~
CORRESPONDING COMPACTION TEST RESULTS, CERTIFYING THE TYPE OF FILL EXISTING CONTOUR W ~ Q
o MATERIAL AND ITS CORRESPONDING PROPER PLACEMENT, INCWDES THE PUBLIC CI PROPOSED CONTOUR J ~ - O
z ~,;p; AND PRIVATE RIGHTS-OF-WAY a', LIMITS OF DISTURBANCE _ - ~
o 9. ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER WETLAND SHALL BE i
/ CLASS Ill RCP WITH C-RING JDINTS. PIPES SHALL BE WATER TIGHT AND CDMPLY 'm WITH ASTM STANDARDS. CURB & GUTTER O
U1 N STORM PIPE " Z
U CATCH BASIN E-
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~ LEVEL SPREADER ~ W ~ W ~
L ' I I 6 I I ~ GUIDE RAIL ! ~ ' ~
o 1. SLOPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED IF STABILIZED WITH 1. THE MINIMUM SLOPE DN DRAINAGE SWALES IS 0.50%. RETAINING WALL l~ ~ 1
~ VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE GRASS, RED FESCUE OR OTHER VARIETY WITH 51MILAR CHARACTERISTICS. 2, THE MINIMUM SLOPE ON ROADS IS 0.70%. FENCING v ' DESIGNED BY: TJ
rnl SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. ATE T IDRAwN BY: JI
~ ' 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.0%. WETLAND/BUFFER IMPACT ~ THE PRESENCE OF GROUNDWATER SHOULD BE 'CHECKED BY: TSJ }
2. SLOPES THAT ARE STEEPER THAN 3N:1V MAY BE ALLOWED UNDER SPECIFIC CIRCUMSTANCES AND APPROVED BY THE ENGINEER, 1F STABILIZED WITH 4, THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0%. ANTICIPATED ON THIS PROJECT, CONTRACTOR'S BID SHALL _
INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM. w r w . ~
f fCR IV MINE- INI JLUfL ML ILIN I I U IN ULVILLZ) UR A DUIIHL)LL UUIVID I IN H I I UIN Ur 'I!! PLANTINGS AND RETENTION DEVICES. 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.0% WETLAND TO BE PROTECTED H L: UL- 1- 1 1
E LOT NUM. LOT NUM. DURHAM CTY PIN a GRAPHIC SCALE ] O
# NEUSE RIVER BUFFER RDEECT : 015 76039 1 0747-03-40-6845 za o 0 20 as ea
14 14 0747-04-50-3843 RIGHT-OF-WAY - IL-
Wi 15 15 0747-04-70-7699 EASEMENT
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1 inch = 20 ft.
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IH15 UUUUMLNI IUULIHLK WIIH IHL UUNUEHIS AINU ULSIUNS HKLSLNILU HLKLIN AS AN IIN5IKUMLNI OF SLKVIUL 15 INILNULU UNLY -UK IHL SHLUIFIU HUKHUSL AND ULILNI FUN WHIUH 11 WAS HHE AKLU. KLU51L U ANU IMHHUHLK KLLIANUIL UN IH15 UUUUMLNI WIIHUUI WKIIILN AUIHUKILAIIUN AND AUAHIAIIUN BY KIMLLY-HC J BY KIMLLY-HUHN ANU A55UUTAILS, INU. SHALL LL WIIHUUI LIABILIIY IU KIMLLY-HUKN AND A55UUTAILS, INC.

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a N j ~ j,/ I PHONE: [phone] ~ ~ FAX: (7D4) 333-0845
m. " . ~ , i' / ~C 2011
O - N / I Y
~ ~ REPAIR RIP RA ~ DISSIPATER ~ ' 4TER
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1. SLOPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED IF STABILIZED WITH 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.50%.
y VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE i ~ ~
. _ GRASS, RED FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTERISTICS. 2. THE MINIMUM SLOPE ON ROADS IS D.70%. ~ ~ SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. a ® Z
3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS 15 2.D%. ' ~ U ~
, , b r-~„_ 2. SLOPES THAT ARE STEEPER THAN 3H:1V MAY BE ALLOWED UNDER SPECIFIC ~ 0 q
~POS`~ 07~, CIRCUMSTANCES AND APPROVED BY THE ENGINEER, IF STABILIZED WITN 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0%. to W U Z PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF N 0 ~ W
_ ~EGEN D f f ~ ~ N I I-1 PLANTINGS AND RETENTION DEVICES. ~ t Z ~ Y 0 I V L1 5. THE MINIMUM CROSS-SLOPE ON ROADS 15 2.0% i - 0 ~ ~ ~ q
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POST,A77 ' o _ ~ / ,r SPOT ELEVATION X 100.00 w X 106.00 W
°o ,~}"Y ~ _.1.. EXISTING CONTOUR - _ , I.L U ~>0
P. _ _ ~ - ,n PROPOSED CONTOUR _ w - ~z
- -w _ LIMITS OF DISTURBANCE
- rw ~,r .v ~E 1. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS ~ - U ~ Z
r g W. o ~ -r STORM PIPE 2. SIDE SLOPES OF 2N:1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS. _ ~
d r - ~ }r 3 ` v--" 3. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR THE AREA WILL BE RE-GRADED o
~ ATCH BASIN y c rte. _ AND~OR CATCH BASINS INSTALLED TO CORRECT THE DRAINAGE PROBLEM. ~
COh ' AC'~ED GRAVEI,.AND EARTH,,. 6 BF` ,.1 CONNECTS®' TO, AN®~•SE't~ ~r`J LEVEL SPREADER w.
r v ~ .r .r . ` A~ SAME-~ECEVATION..AS d x E DdA~ENT BERM r r- . ` a GUIDE RAIL 4. MAINTAIN 2% SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK PRIOR TO TRANSITIONING TO STEEPER GRADES.
, _ _
u ® ~ RETAINING WALL r., r ~ 5. SIDE SLOPES OF 2.5H:1V USED ADJACENT TO WETLANDS AND STREAM BUFFERS
C 1.. .y 6. REFER TO E&SC PLANS FOR STABILIZATION MEASURES _
~ y,.. r. Q. ~ ~ y
~ ~ ~ r~, ~ WETLAND/BUFFER IMPACT r~ ~ y r m L ACT ~ 7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY ADEQUATE BALLAST TO PREVENT FLOTATION.
- ~ w " ~
L ~ , ETLAND TO BE PROTECTED i, o _ ~ a ~ECTED I 8. PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED Z ~ Q r LICENSED GEOTECHNIGAL ENGINEER AND THAT THE TOWN IS PROVIDED WITH A FINAL GRADING REPORT, I- r1'
o _ y w ° ~ ~ b - 1,- - , ~ a INCLUDING THE CORRESPONDING COMPACTION TEST RESULTS, CERTIFYING THE TYPE OF FILL MATERIAL
> ~ ° ~ NEUSE RIVER BUFFER o y,. ~ z ~ AND ITS CORRESPONDING PROPER PLACEMENT, INCLUDES THE PUBLIC AND PRIVATE RIGHTS-OF-WAY p O
~ RIGHT-OF-WAY 9. ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER POND SHALL BE CLASS III RCP WITH 0-RING _
~ ' _ w o EASEMENT w„~. _ JOINTS. PIPES SHALL BE WATER TIGHT AND COMPLY WITH ASTM STANDARDS.
~ - h, ~ ~.v- AS-BUILT SURVEY a r. N w. Y i; ,Y i ~ POINT NODE 075 075 10. NO FILL ALLOWED WITHIN 30' OF EXISTING 230KV OVERHEAD TRANSMISSION LINE UNTIL TRANSMISSION Q ~ ~ ~
N ~ x r ..w-°~ x e r i ~ r , e < L w W.. r w r w , r . e w LINE RELOCATED BY PROGRESS ENERGY. ~ ~ ~ ~
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.W r _ -,_.4 i°~. _ 'Y THE PRESENCE OF GROUNDWATER SHOULD BE .ti r rr t _ ~ ~ TER SHOULD BE 'CHECKED BY: TSJ
~ ~ ANTICIPATED ON THIS PROJECT. CONTRACTOR'S rr rr rr , ;T. CONTRACTOR'S BID SHALL _
INCLUDE CONSIDERATION FOR ADDRESSING THIS o µ ADDRESSING TNIS ITEM. ~ nT ,.T„ ~ _ _ .,..T,- r . ~ ~
u NUM. I uur\nna k, r MIN + L: UL- 13-
1 0747-03-40-6845
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IHIS UUCUMENI IUUEIHLK WIIH IHE UUNULHIS AINU DESIUNS HKESENIEU HEREIN AS AN INSINUMENI Uf SERVICE 15 INILINULU UNLY FUN IHL 5SHEUIFIU HUKHUSL AND ULILNI FUN WHICH 11 WAS HKLHAKLU. KLUSL OF ANU IMHHUHLH KLLIANUL UN IH15 UUCUMENI WIIHUUI WKIIILN AUIHUKILAIIUN AND AUAI'IAIIUN BY KIMLLY-HC J BY KIMLEY-HUHN AND ASSUCIAIES, INC. SHALL HE VVIIHUUI LIABILITY IU KIMLEY-HUHN AND A55UUTAILS, INC.

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E NOTES: ~ ~ ~ ~ I ~1 Y rc .
' 1. SET PROPOSED JUNCTION BOX RIM ELEVATION AT 327 ' 327 ' ' i ,
GROUND ELEVATION. SPOT ELEVATION X 100.00 m 2. RE-ESTABLISH STABILIZATION MEASURES, EXISTING CONTOUR ' , 4651 CHARLOTTE PARK DRIVE
E INCLUDING RIP RAP AND FILTER FABRIC AROUND PRDPDSED CONTOUR 326 ' SUITE 340 326 I CHARLOTTE, NORTH CAROLINA 28217
N FES. ! ~ EXISTIN a " 3. THE END OF THE FES MUST BE FLUSH WITH THE LIMITS OF DISTURBANCE ! ' ~,r'- EXISTING MANHOLE 'PHONE: (704} 333-5131 FAX: [phone]
r END OF THE RIP RAP. ! ' NC IJCENSE F-0142
~ 4. PROPOSED SDMH MAY BE ADJUSTED CURB & GUTTER 325 325 {)c zo9~
HORIZONTALLY f4' TO ACCOMMODATE FOR FES. STORM PIPE _ _ ! , a
CATCH BASIN , ~ 324 324
I TOP LEVEL SPREADER TOP ELEVATION TO BE DETERMINED
0 L!' ! '
~ " GUIDE RAIL 323 ! ' 15" RCP IN (SE) INV. = 320.76 ` 323
RETAINING WALL ' 15,0
FENCING X 322 15" RCP OUT (NE) INV. = 320.76 322
WETLAND/BUFFER IMPACT ! '
321 321
WETLAND TO BE PROTECTED ! 68LF PROPOSED 15" RCP ~ n
I ..r 320
320 NEUSE RIVER BUFFER 8' CPP OUT (NW) 1NV. = 320.51
RIGHT-OF-WAY ' 'NOT FOR CONSTRUCTION
EASEMENT 319 319 ~
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318 INV. TO MATCH PIPE ' 318 W
W w
317 317 ~ N
BUFFER IMPACTS LEGEND:
PROPOSED JUNCTION ' BOX/MANHOLE ! ' INV. OUT = 317.71 W INV. = 316.23 ~
(SEE NCDOT DETA~L6 316
X X X X 840.31) PREVIOUSLY APPROVED BUFFER IMPACT -ZONE 1 ! ' FLARED END SECTION ~
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~ i ~ w, il„. „ ~ i i „ BANK SLOPE
I i ~ ~ ~ f PLANTING AREA 2" ~ ~ ~ j ~ ~ CALIPER TREES, 10' 4N „ „ ~ - ' ~ AND RIP RAP
I m „ - i ~ i ~ I „ I ~ ; OENTER (5-7 TREES) r i ~ ~ ~ ~ - ~z ' '
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- ; ~ ~ ~ ~ ~ TO EXISTING RCP. POSITION - ~ , - ~ t~ ~4~ rv„
rn ' s 1~ 1 1 1~ 1 ~ OF MANHOLE MAY~E „ - ~ ~ ~ ~ 3 1 ~ ~ ~ ADJOSTED- ' ~ „ ,~COMf J~iODATE - ~ _ 0(~ ~~U Z
v i - - . ~ ~ ~ 1 ~ ~ o - \ ~ DOWNSTREAM PIPE LENGTH . ~ „ l w ~ I ~J ~ Q J ~
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351
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342
341
340
339
338
337
336
335
334
333
332
331
330
329
328
327
326
325
324
323
322
321
320
319
318
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LEGEND
EXISTING STREAM D ELEVATION
PROPOSED STREAM BED ELEVATION
CULVERT ELEVATION
ROAD ELEVATION
...................... I ................... ................... I ...................... EXISTING 10 YEAR A SURFACE ELEVATION
PROPOSED 10 YEAR WATER SURFACE ELEVATION
-- -- EXISTING 25 YEAR WATER SURFACE ELEVATION
0 PROPOSED 25 YEAR WATER SURFACE ELEVATION
EXISTING LEFT TOP OF BANK
353
352
351
350
349
348
347
346
345
344
343
342
341
340
339
338
337
330
335
334
333
332
331
330
329
328
327
326
325
324
323
322
321
320
319
31
HORIZONTAL SCALE (FEET)
PHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
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SUITE 30
CHARLOTTE, NORTH CAROLINA 28217
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i \ \ \ \ ~ EXIS~G AND 2 - ~ \ / d \ ~ ~ \ ! ! o sTURaED 1'IN;G \ AND 2~,\• \ 1. / ~ ~ y \ STUBBED \ ~ - - _ _ l l / ~ . t . J ~ . I I 3 ,031
\ 4 . ~ r.. ~ 1 \ 1
\ ` _ \f r" «.a / / / / / RIM 1.7~- / ~ 1 \ \ \ \ / ,r. -w' / / / I =37,8.25 ~ ~ / • , \ \ ~
, ~ 1
\ \ ~ \ ~ r ° / / / /RIM/EL= 1.20 a / / \ \ \ • , / r / / / INtI 1 3 ~f r r / 6 22.89 ~ . ~FES-».., ~ - - - _ : a J ~ FINAL SET
.
\ q ~ • ~ s , .ti ` FOR CONSTRUCTION ~ ~ ti
{ \ \ \ \ \ 0'm °'iCi ~ : r / ? 49 ELF ( w ~
• r e
\ r-
':F

o ~ i
\ ~ / ~ v ~ «3' \ I I E4 / / / ~
'eL t,
1 1 ( ,3~~ ~ 36.0 v
~ \ ~ I \ \ ~S
c D ~ \ ~ a ` \ - ~ .BW 356.1... . GB-1~ /
~ \ D \ \ \ \ \ EXISTING ~ \ - \ 1 ~
\
~6' \ END WALL l I/ 1 . 356.0 _r Y~ /i p, ~
\ \ ! 6..18 -17
\ 1 ~1 • ~ a,;. v ~ v ~ ~ \ ' EXISTING' WETLANDS . • . (
t 111 ~ \ \ \ \ ~ ~ tO'~>z'PRUUTEOt~'b.'.'.','.'."„ ~ ~ o w
~ - ~ \'t \ \ ~ _ w. a.. _ _ _ _ SEE ENLAR EMEId A ~ - _ _ _ ~ ° \ r i , \ ~ ~ ' _ h C 3 ~ o
\ \ 0 ' - ~EL~BV~ FOR TAII.~) ~ ° \ 0 n.r
• EXiS11NG WETLANDS •3 \ \ .1'n'BE DISTURBED . f ~ ~ ~ ~
•(36.17. SF~ . • j ~ Z \ \ ~ ~ ..+.0...1.•.. ~ BONE 2 BUFFER ,u!••
\ \ \ ~ ('....l..... ,J TEMPORARY 'y„ .1MPACT'(379 SF) .
\ ~ \ \ . ~.......'.r..........t BARACADE i~ .
w o J
~ ~ a Q
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383.5 OU1tiJ~
< ~ 0°Jh !-N>

1. 'r\ GRADING AND DRAfNAGE MUTES: ~ Z
' 2.38 1. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS ~ W Q m
. E' i 2. SIDE SLOPES OF 2H:1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS. ~ ~
Town of Morrisville ° ~ F i F • F ' EngineerHnspector Disclaimer Morrisville Project ~ Engineering & lane ng eels aui Town of Cary Utility Approval eject 3. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR THE AREA Approval WILL BE RE-GRADED AND/OR CATCH BASINS INSTALLED TO CORRECT THE
I~POT EtEVATI NS Yes No Comments The presence of the Town of Momsville otTown of Cary DRAINAGE PROBLEM.
ALON FLOW LINE F ~ [nfrastntcutre Engineer or Inspector at the work site shall in no way lessen Water And 5aoitary Sewer System f 't wi I a On Apri13, 2W6 the ownershi ,construction, ration, mamtanance, UTTER ~ ~ Foes ~ the Owner's responsibility for con ormt y th the p erns nd P ~ ~ate,» LV operehoq mamtanance, 4. MAINTAIN 29G SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK
specifications. Should the Engineeror Inspector prior to, managment, and financing of the Town of Morrisville's water and saniffi during, or aRer construction fail to identify or reject materials sewer system within the present and future corporate limits and Urban ornsville's water and sanimry ~poratalimitsandurban PRIOR TO TRANSI1i0NING TO STEEPER GRADES.
) Town of MOrriswille Service Aree limits of the Town of Mortisviik was transferred to the To / or work that does not conform with the plans and 80.6 Released for Construction e was transferred to dre Town thesehvoTowr~.Allwater 5. SIDE SLOPES OF 2.5H:1V USED ADJACENT TO WETLANDS AND STREAM BUFFERS ' a }
) [ specifications, whether from lack of discovery or for any of Cary as ~r the merger agreement between these hvo Town. All wat¢ / odsa[ mason, it shalt in no way prevent Later rejection std and sanitary sewer system design and construction shall be in aeccxdanG ;lion shall be in accordance I-
/ / ~ correction of the nsatisfac motorists or work when with the Town of Cary, Standard, Specifications, and the Standard / • discovered This is also true if the work has been accepted Cansnuction Detail Drawings ns,andthe standard 6. REFER TO E&SC PLANS FOR STABILIZATION MEASURES ~ ~ 0 ~ U
~ ~ {signahare required) ~ •ei and is currattly being maintained by the Tawn of Morrisville j 4 or Town of Ca .The Owner shall be res nsible for Approved by the Town of Cary nofCary 7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY ~ ~ W OZ
^r. correaion of alt work that does not conform to the. plans and ADEQUATE BALLAST TO PREVENT FLOTATION. ® ~ ~ ? Q
81.27 t\ specifications. ~ 379. Date 80.70 Englneedng Date Date 8. PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE ~ii N d
~ r ~ ~ OBSERVATION OF A QUALIFIED LICENSED GEOTECHNICAL ENGINEER AND THAT THE O U
r ~ Reveiw Disclaimer TOWN IS PROVIDED WITH A FINAL GRADING REPORT, INCLUDING THE , ~ rn Z ~ z CORRESPONDING COMPACTION TEST RESULTS, CER11FYfNG THE TYPE OF FILL W ~ Q I-
0.2 381.67 / / Constrnetion Requirements Should the Town of Morrisville or Town of Cary fail to id~rtify, Owner Certification MATERIAL AND ITS GORRESPONDiNG PROPER PLACEMENT, INCLUDES THE PUBLIC a; ~ U ~ N p on AND PRIVATE RIGHTS-Of-WAY ~ ~ } ~ Z
/ that the OwnerlDeve r has not addressed the comments mark F W 380. lepe by either Town, or that the Plans and Specification are not in The Owrcer/Develo
DI CTION All public and private work incltding bat noYlimited to per herby certifies that: aE Town eommente r'38D.63 J compliance with respective town Ordinances, Standards, havo been inc watermains, water services, sanitary aewecs, sanitary sewer arpowated into the Drawings and Specifications, the t: all Towncotnments 9. ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER POND SMALL BE CLASS ~ ~ U ;and Specifications, the III RCP WITH 0-RING JOINTS. PIPES SHALL BE WATER TIGHT AND COMPLY 4MTH
OW (TYP 380.11 servkes, stornt sewers, drainage systems, roads, sidewalks, Speafications, and Detail whether from lack of discovery or for Drawings are in compliance with all Federal, State, Local parking lots, site grading and landscaping shrdl be consnueted in any other reason it shall in no way relieve the OwnerlDeveloper of Standards, and Town of Morrisville and Tawn of Cary xal, State, Local ~ `own of Cary ASTM STANDARDS. a'J
/ ~ their obligation thereof, nor obiigak the Town of Morrisville or / ! accordance with the Town of Morrisville and dre Town of Cary Ordinances and Standards, specifcadons, and Details and the the Town of Cary to correct such errors or omissions. Execution and Details and the
'j Ordirances, Standards, Specification, and Details that are Owner has chedccd the plans to confirm that there are no errors /e' 0 ~ of this construction plat by the Reveiw Engineer or Planner fos or oroissssions. The OwnerlDeve y gree a licable. No deviatons from the OwnerJDevefo s Submitted toper hereb certifies and a s hat there are no errors I~~ ,by certifies and agrees
Dither Town in no wa limits the sibilit of the Owner and 3 1.07 plans will be allowed unless written approval from the Town of y y to take such action as may be required by the Town of Engineer of Record with regard ro compliance with all Federal, Morrisville and Town of Ca ~ Morrisville is received, along with permission from the Town of ry to correct any errors, omissions or the Town of any errors, omissions or C ~
~ / Cary for water and saautary sewer deviations,. All Publio and Stale, and local standards, zsgulations and/or conditions. non•camplianca with Town of Mortisvige arrd Town of Cary ear,dTOwnofCary yG ~J d Details andlor
~ / " ~ Private Easements shall be recorded prior to 4:mal acceptance by Ordittanc~, Standards, Speeif'cafions,ond Details and/or 7,r.._, t1teT,wurt re-executionofthisconsWctionplatwiththeappropriate G C Zr, •:<t~~' ~ <~; t s t' r•' corrections and/or revisions. a the appropriate SPOT ELEVATION x 1oo.ao GROUNDWATER DOTE Q
r JRId 10 ZODB 379, ~ ~ D - EXISTING CONTOUR ~ --1 JRid 1 0 ZODB T T~ OF t~OUNOwATER SI.D ~ ~ d PROPOSED CONTOUR ANiN~PA'tED ON iH~ PRO,ECT. tACT~R'S ~ SHALl. ` W
i i r l . Owrrer Date nat~ LIMITS OF DISTURBANCE ~i(Xjjf1E CONSI~ERA1~( FOR TICS 11E~l,
/ - i O
/ ~ r CURB & GUTTER ~ Z O
~ f , STORM PIPE z ~ O O
# ~ +.d. / r
CATGH BASIN O Who
~ j. GUIDE RAIL tt..,I 0 Q O
~t TEMP RAR't` t• 7 RETAINING WALL V ~ 00
ARACADE FENCING "~n~~~ _ ~ O
377.34
d"` WETLAND/BUFFER IMPACT ~ O Z ~ Z
r ~ . F
s t WETLAND TO BE PROTECTED ~ ~ ~ U
\
NEU5E RIVER BUFFER F C~
RIGHT-OF-WAY DE~g4ED BY: EL8
EASEMENT
ff ff .DRAWN 8Y ~.ELB .J
VERY 2 NT A DR! ARGEME ENL 1T R1A ~ - C~IECKED BY• CMD
c SCALE: 1 "=20' 1. SLOPES BETWEEN 3ti: iV AND 4H:1V MAY 8E A,LLOWEO IF STA81I.lZED WITH 1, THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.50. fSAIE: 12-22-06
~ VEGETATfON THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE BEFORE Y/O'U~GIG GRAPHIC SCALD PRQJECT~ 015476Q39
GRASS, REO FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTERISTICS. 2. THE MINIMUM SLOPE ON ROADS IS 0.74. ~ ~ SUCH SLOPES SHALL NOT 6E STABILIZED WITH TURF GRASS.
~ ~ I ~ ? M1 n 9e m m ..e
Z.4.176. ~IVf _ a LL
2. SLOPES THAT ARE STEEPER THAN 3N:1V MAY BE ALLOWED UNDER SPECIFIC IMt MINIMUM UKAINAUt ZILUIt Ut1WttN UUILUINV: 15 1. CIRCUMSTANCES AND APPROVED BY THE ENGINEER, IF STABILIZED WITH 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0%. CAti 632 4949 N C 0 1.0x CALL 1900
PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF ONE-CALL CENTER z MS THE LAW, Bi FEET
PLANTINGS AND RETEN11ON DEVICES. 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.0% coli-
9 inch = 40 & 0
5 00CUYENT, TOGETHER WI THE CONCEPTS A140 PRESENTED HEREIN, AS AN INSTRUMENT OF 1M IS N ONLY F THE SPECIFIC PURPOSE AN T FOR WHIG IT WAS PREPARED. SE OF AND IM ON IS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AN ADAPTATION KIM -HORI KIM -HORN AND ASSOCIATES, INC. UABIUTY TO KJILEY-HORN AND ASSOCIATES. INC,

~ / 1 / i _ ~ ~ It ~ ~ LOT NUM, DURHAM CTY ~N ~
$°;~.~;-mss ~ ~ ~ \ \ \ \ e e \ \ \ e r o / / I.. ~ ~ ~ ~ , r ~ ; 1 0147-03-40-6845 14 0747-04-50-3843
. q c I ~ \ \ \ \ ~ / / / / / / ; / / ~ / /1 ~ ~ 0> ~ ~ 15 0747-04-70-7699
\ / / ~ ~ ~ ~ ~ ~ , ~ ~ aid ~ssa~iates, Inc
~ i i v \ v v \ r r / 1 III ~ \ \ \ / / r r r / /
? / ~ ~ ~ / ; t ~ / , 1,~°~°~ ~ •dr~ r y~y. t~il11E PANK F>RIYE
~r 'l ~ CitAttl,01 GA~ROIpfA X17
\ ~ / / ~ ~ . \ r "f / iA>k ~ ~'i3-0616
~ / r ! C ~ ~ f
l I
1, I ~ I \ e e e \ ~ SEE SAME f~EN / r < M , ,
9 \ - - / i • / 3~ \ e ` e \ e ~l?B `PEA / / i ~ \ \ e o CL IV"S r C1E?T ILEA ~ r / ~ ~ / / 'A ~ 1t1ri2~~/~ i~I
e / 1 l 1 \ \ \ . o ,i
e IN THIS r r~ r r . ,
\ / / ~ r / / / / ~
/ J"-~- . ~ ~ f / / • ' / / ' ,
/ / f / / / rf`f~ O ` • f / / cif /
T #576 _ E~~' ~,;.11.Q5 ~ ETA~~ /
i o r / t X11 / ~ \ ~ e / / / • . i AEI. 369.5 ~ S`i'" / , , ; / / %r / / ~ • /
INV OOfi- - - ~ _ / / / / i y .
• ~ FINAL SET
rte,. ' / a7 16 \ vrau o?,,./r^"" nu,r,Y~'~ ~ frr ~ i@7 / /
1.57 1 • J / / ~ r r ~ _ ~ ~ / 362.. , ' ~ / l ~f,i FOR CONSTRUCTION
- r . •.t' ~ BW 34:4 / / / : ,
• • 1. , t,
rN t .r o q~/~ 5
~ l / / / 1i i 1 •i 3a ~ I Jr A>' f r • 1. 'i n!"a.•'n'" _ ,,e/ STREAM/ /r % / \~1
/ / \ r,
. / B ~ 45.0 ~ ~ r . ~ ,~',ff'jj~j ~ r, / •
/ .-y r \ / l
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s." - J J~ 8 R~ . , / ~ -
, ~
'h , • r FITS /OF / • .a 6 ~ STA 2 X4.47 / f,, f / ENO ALL l ~r ~ ~ / / / ~ / ; .343.2 \,;(1~ r~~ / • / ~ ( I
, ---~"4~ , ! ~ .-4 GU AIL INV T=34390' o ISTUaBAN
e. $ STA, 23~+~U.~49 0 0 - .r ° / / RCp RIM,EL 352.00,, / / / ~ 1 • ~ 11`~l f'I / / / / / 1 I I 3 1~ . ~ ~I~II~ {~f / ~ / ! / ~ ~ ~ ~ w
r" " ' • 6'8=14..,, IPtV IN=349.60 ~ • • T4~ .Q • _ _ o NEUSE RIVER BUFFER r, / STA 22+x`8.83 INV OUT . 0 S / , ~ FE ,5) / / /
. t BW •351:8''. _ ~ RIM EL= 364.31 INV OUT .35 -5 ZONE 2, / . , / ~ ~i~lli~~ 1 ~ ~ / i~I, zz~za ~
, f . ~ r ..R . ND WALL ~ ' iNV-IN~355.83 CB-L6 _ (,~0 -50 E H SIDE TOP OFj . • 8W 352.4, • . NVV IN=355.83 C~ 15 o TREAM ~S4NK} / ~ a .1
~ RCP , - _ BOUT=355.8 a~ \ /
..d,5~:O• , . is .STA' 1'9i•55. 7 ;r. ~ . ~ . ~ .Z , y, -n : 8 r~LF ® r
~ . t~=17,~ CB=16 , . ~ 6.22x r / ,,,,,,w ~ .R?M.~L . 3 9.>3Q • . STA• 20+74.76 ~ . , Y ,
. , INV 6J~36 .IS.. . , . ~ >c 6:36 , . . , , 12 MefPE l • .INV.IN=36 .75 . • 1~ a 365.25 tN iN=3 . . . , o LEVEL SPREA~IER-1 /
~•./..INV IN 0,9~'"'. ~ • • ~ SEE SHEEN 11.07 .INV OUT=,b65,75 ~ . / . IN • AU'~=3$0.9~a. INV INt35J.00' . ` ~ ~ BUFFER , ~ ~ \ - (
• . , Y 1NV 'OUT~359.00 fOR.DET~lL • ~ . IMPACT 4 F: o ) r-
. STAB 2fl+04.41. , • ~ • ti"1' . .i..~,_ I XISIING IMwTLANDS ~ , • RIM EL- 365:00 ` .l.
, . ~ ~ _ . y! . ~ \t 0 BE PROTECTED (TYP} ~l I • INV `OUT 36'1;5 .i . . ~ ,~~p\\\ ' FE 5 J NEUS RIVE BUFFER ~BUFT'ER 1~\1~~~1~IQ I~~~~ ~~V A ~ / / ~
~ ~/G r = ST 23+18.$4 . ZON 1 ~ / 1. ~ , ' . ~ - . n IN OUT=349.00 ,
ON~ Btl~FER . -/r...' - ~ - 1.I 0 - EACH S~E OF TOP ~ ...I ~ , IS ~ ,~A. , . , z ~ ~ ~ - i ~ ( ~MP~CT 9•'SF: ~ - - , ~ I S EAM BANK) K S~ipE OF TOP OF' ~~tl r? ~ ~ ~
~ ~ r /r-':.,/,~ l ~ ~ f l . l / f I l ~ / ~ / / /
1 ,r . . ~ , ....ate- "k'-?~ w 1 / .r _ /i ---,z~.,
ao g ~
T ~ ~ RAI anti
/ / ~ t. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS t-~~o
/ / / Owner Certification ~ W ~ Q o
2. ODE SLOPES OF 2H:1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS / The OwnarNeve (j U1 M The OwnorlDevetoperh~rby certifies that all Town comments Morrisville Frojeck a r Z
" WN INSPECTOR THE AREA have beenincorp 3. WHERE STANDING WATER IS DISCOVERED BY TFIE TO have been incorporated'mio the Drawings and Specifications, the Town of Cary.Udlity Approval Dmwin s are in com Hance with all Federal, State; Local W ~ ~ ~
T TO CORRECT THE D~awingsarein. WILL. BE RE-GRADED AND/QR CATCH BASINS INS ALLED Standards, and T+ 8 P ~ Q; Standards, and Town ofMorrisvilk and Town of Cary Water And Sanitary Sewer Syatem ~ ~ Q d
DRAINAGE PROBLEM. ordinances and ,o~ ~ Owner has check Ordinances and Standards, speeifica6ans, and Details and the On Apd13, 2©06 the owr~erahip, consnuaion, operation, maintenance, ti! Owner has checked the plans to confirm that there are no errors manegment, and financing of the Town of Morrisville's water and sanitary SPOT ELEVATION X 100,00 ~ J ~
M 'BEYOND SIDEWALK oromissions. Th 4. MAINTAIN 2~ SLOPE UP FROM TOP OF CURB TO MINIMU 3 / ~ / or omissions. The OwnerlDevetoper hereby certifies and agrees sewer system within the present arul future corporate limits and Ueban ~ 0 _ to take such action as may be required by the Town of Service Area limits of the Town of Morrisville was transferted to the town EJUSTING CONTOUR Q iV Q
PRIOR TO TRAN51110NING TO STEEPER GRADES. / to take suchactic / Mortisville and 7 Mortisville and Town of Gary to correct any errors, omissions ar of Cary as per the merger agreement Sutvveen these two Towns. All water
/ non~ornpliance 5. SIDE SLOPES OF 2,5H.1V USED ADJACENT TO WETLANDS AND STREAM BUFFERS ~ Ordinancas,Stan non~ornpliancewithTownofMortisvilleandTownofCary and sanitary sewer systemd~igriandoonsturctionshallbeinaccordence PROPOSED CONTOUR ~ Ordinances, Standards, Specifications, and Details and/or with the Town of Cary, Standard, Specifications, and the Standard LIMITS CF DISTURBANCE Z
re-execution of tl R S re-execution of this construction plat with the appropriate Consturction Deaaii Drawings 5 ~ ortectionsand/orrevisions. Q m
6. REFER TO E&SC PLANS FOR STABILIZATION MEASU E ortecdonsandl~ / f / / 1 Approved h3' the Tovun of Cary CURB dd GUTTER ~ ~ ~~~Q
7. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TD VERIFY .f ~ ~ STORM PIPE
A A AST TO PREVENT FLOTAITON. ADEQU TE B LL a ~ ~ ~ Owner Owner Date Engineering Date CATCH BASIN ~ir...~a
/ / 6, PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE
OBSERVA110N OF A QUALIFIED LICENSED GEOTECHNICAL ENGINEER AND TFIAT THE TOWN IS PRODDED WITH A FINAL GRADING REPORT, INCLUDING THE / / LEVEL SPREADER W
CORRESPONDING COMPACTION TES7 RESULTS, CERTIFI1NG THE TYPE OF FILL / o~POT ELEVA~NS «J Engineerlinspector Discuifaer Town of Morrisville GUIDE RAIL
ESPONDING PROPER PLACEMENT INCLUDES THE PUBLIC ALONG F W LINE / ~ ~ Engineerllnspet MATERIAL AND ITS C~2R / ~ AND PRIVATE RIGHTS-OF-WAY OF GU R Engineering & Funning Fps Faid RETAINING WALL sa, N
/ a ' / / The presence of the Engroeer or inspecto The presence of the Town of Morrisville or Town of Cary ,w ~ Engineerorlnspectorattheworksiteshallinnowaylessen Enfrastnicutre Yes No Comments FENCING Yr O ~ Z
9. ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER WETLAND SHALL BE i ~ / , CLASS III RCP WITH 0-RING JOINTS. PIPES SHALL BE WATER TIGHT AND COMPLY / r J~ / the0wner'srespons / J s ificatlons. Shor the Owner's responsibiGry for conformity with the plans and Fees erua Q Q ~ specifications. Should the Engineer orhtsp6ctorptiorto, t Q
WITH ASTM STANDARDS. / 370,00 ~ f daring, or after cons daring, or after construction fail to identity or rej~t materials WETLAND/BUFFER IMPACT ~ ~ ~ ~
d / ar work that does no /J 369. ' specifications, what) ar work that does not conform with the plans and Town Of Morrisville ~ lf) 0 ~ ~ Released far Construction specifications, whether from lack ofrLscovery or for any o ~ Z ~ Q ~
~ other reason,itshal] ~ FLOW ~ correcfian of the una ~an r other reason, it shat] in no way prevent laternjeetion and WETLAND TO BE PROTECTED ~ ~ ItiG O Ur Q ~ U correction of the unsatisfactory materials or work when Q
rJ • DI EGTIQN discovered. This is: / ~ and is currently bein discovered. This is also true if the work has been accepted g ~ try ~
) / r orTownofCey. Th and is currently being maintained by the Town of Morrisville (signature requlrad) ~ Z J ~ orTownofCay. The Owner shall bereslmnsibk:for NEUSE RIVER BUFFER ~ ~ W Q --I ~
~ D / • / ,d• comctionoeatlworl o'er / 7 • • q specifications. correction ofatl work that does >rot conform to the plans and ~ ~ U ~ > specifications. RIGHT-OF-WAY - ° ° - - ~ Q ~ ~
1. SLOPES BETWEEN 3H:tV AND 4H:1V MAY BE ALLOWED fF STABILIZED WITH ~ INIMAL MAINTENANCE SUCH A5 WEEPING LOVE / VEGETATION THAT REQUIRES M s ~ Date EASEMENT ~ ~
GRASS, RED FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTERISTICS. / ~ 368.43 rtn
r7 W SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. / " r 28
/ 7 367.68 Revs AT ARE STEEPER THAN 3H:1V MAY BE ALLOWED UNDER SPECIFIC ' s 2. SLOPES TH Revefw Disclaimer Construction Requirements ~
CIRCUMSTANCES AND APPROVED BY THE ENGINEER, IF STABILIZED Willi 36 ,85 / ~ / / Should the Town of A Should the Town of Morrisville or Town of Cary fail to identify, Ali public and private work includiagbut trot limited ~
PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF / ~ ~ i' ~ r' / drat the OwnerfDeveh PLANTINGS AND RETENTION DEVICES. / + by either Town, or du that the OwnerfDevelaperhes not addressed the comments made by either Town, or that the Plans aixl Speuifieation are net in watemtains, water services, sanitary sewers, sanimry sewer
b, ~ ~ 1 ; ~ ~ ~ corapliancewithraspe ~ / / / Q~ / Specifrcations,andfA compliance with respective town Onlinances, S~ndards, services, storm sewers, drainage systems, marls, sidewalks, Specifications, and Detail whether from lack of discovery or for parking bts, site grading earl landscaping shall be constmcted in
a t r „i r/ / / ~ any other reason it shs any other reason it shat! in no way relieve the Ovmer/Developer of aceadence with the Town of Mortisville and the Town of Cary
1 36$,56. their obHgadon therec ~ 368.47 dre Town of Ca to c their obligation thereof, nor obligate the Town of Morrisville or Ordinances, Standards, Specification, acid Details that are tits Town of Cary to correct such arors or omissions. Execution applicable. No deviations from the OwnerlDeveloper's Submitted J
/ / / ry / / of this construcdan pl of this construction plat by the Reveiw Engineer orf?lanaer for plans wiA be a0owed unless written approval from the Town of {.1.1. either Town in no way limits the respaiasibility of the Owner and Mortisville is received, along with permission from die Town of ~ t~-
< ~ / either Tow» in no way L / R I 369, N PE ~ / / * ' Engiaecr of Racord w ~ Q / HP / ? Stale and beat stands Engiaecr ofRecord with regard b oompliance with all Federal, Cary for water and sanitary sewer deviations.. AA Public and State, and beat standards, regulations aruflm conditions. Private Easements shall be,recorded prior w final accepSance by
1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.50%a 6*Q ' 2 / / the Town.
~ / ~ , 2. THE MINIMUM SLOPE ON ROADS IS 0.70. / •
'f' I ~ 4
3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.0~. / / ~ . • , ' / K zoo ~
' • . a 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT iS 1.0~. ~ M w~© o 0
5, THE MINIMUM CROSS-SLOPE ON ROADS IS 2,0% ~ , '1• - r BEFORE YQU DIG ~ Q 0
y ' / =QQ o sTaP
i. . . .GALL 1800 632~#94~ r; c
C / 1 ^"dE-CALL CENTEP' J ~ ~ ~ 1"S THE ~4'i Z ~
J .a / cn ° ~
, W
/ ---1 , ~ o
6 W 3 4.0
DE51~#IED BY: ELB W
BW 345.0 / GROUNDWATER NOTE r~aw~~-BY: ELB ~
5 3 'ME PfIE~ OF t;ROI~iDWA'~R SHAD ~ (~IE:CKEQ BY; CMD
~ _ / ~ AN~CIPAIE'8 ON 1H~ PRti,~CT. CQNtRACTOR'S Bb S'~kAtl
o / ~4CLUOE t~NS~~RAjKM1 Ft1R HG T~ IIEY. pg1E; 12-22-06
s / / 3 r' GRAPHIC SCALE p 15476039
~ ~
s /0 a 7if m in un
It I$ U-
ENLARGEMENT C DRIVEWAY 4 0
SCALE; 1"=20' Z
~W Far ) I Bach - 40 > 1 o
S DOCUMENT. 1nGETFI TH IME CONCEPTS AND DESIGNS PRESENTED HERFJN. AS AN INSIRUMENT -OF WtE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE D CLIENT FOR WHICH T REIJAN TAmo AND ASSOCIATE& INC. I L BY MLEY-HM AND ASSOCI INC. LIABILITY TO KIM -HORN

~ i ~'i~ / f j / / l L4T NUM. DURHAM CTY PIN ~
I J J ~r E 0'. /
J ~ c.. 'elf / / • / ST 3454. / / ! J 1,~;~ , ~ ~ ~ ~ ~ / / ~ ~ 1 1 C/ / ~ t 0747-03-40-6845
~ ~ \ V / .f t4 0747-04-50-3843 r 111 15 .0747-04-70-76ss Klmle HQCn
a b/ / f., ~ t v i J l J ~ ~ ~ / / / / / / / ~ ~ ~ o~~ J .,b~~_ / / / / / "~v,,..,... ~1% / ) Owner Certification J .
~ ~ ~ J l~ ~ ~ / i.• / ~ .ti / / Morrisville Prajeet ' - ' * ~ ~ ~ and Associates Inc l•-' 7 / / / / Tha OwnerlDeveloperh~rby certifies that all Town comments Town of Cary U[Hity Approval t
/ / / / / ° / ' ~ have been incorporated into the Drawings and Specifieatiot>s, the PAC Ol1~E ~ f / ~ ~ Drawings are incoroplianeawithallFederal,State,[ucal 1YatarAtdSani SewerSstem ~
J l ~ ~ / / / A I~ 1 1 r / / / / ~y y t31ML0T1E, NflRR! CAl11XiU1 ~l17 Standards, and Town of Motrisvilte and Town of Ca ` ~ ! ~ / / / r ry On April3, 2006 the ownarship, constmction, operation, maintattanne, p 1 / Ordinances and Standards, s ecifications, and Detdls and the mans nt, and financin of the Town of Monisvil3e's water aid sanity
f, ~ J I ~ ~ \ A / / /i/.. / / / ~ p give g ry fA9t (TOIj 333.0616 % / ~ ~ ~ Owner has checked the plans to confirm Ihat there are no errors sewer system within dta present and future corporate limits and Urban
/ / `r ./~i / • i'" or omissions. The OwnerlDevekryrer hereby certifies std agrees 0 gpp;t f ~ r f Service Area limits of the Town of Momsville was transfeared to the Town 0 / ~ / r•., / fo take such action as may be required by [he Town of of C as r the mer er a
/ / / / t ,r MaaisviUe and Town of Cary to correct any errors, omissions or ~ ~ g P>~nrent between these two Towns. All water / / / ~ / ~ and sanitary sewer system design and constrrcton shall be in accordance / / ,r / / / J ~ " noncompliance with Town of Morrisville and Town of Cary with the Town of Cary, Standard, Speeifieations, and the Standard
I/ ~ J 1 1• / / / Ordinances, Standards, S ecifieanons, and Details andlor l~l~llllflf j~/ / / / f P Cottsturction Detail Drawings
~ / ~ ~ / / ~ eo eCOns a d loris~ na ~ anon plat with the appropriate \~~t~. / / / ` • ~ Approved by the Town of Cary V i~r
/ J1 1 1 ~ 1 ~ ~ , ~ ~ ~ ~ / 1 ~ / ~ f / /
" J ~ ~d.~ ~ ~ a mac. ( / ~ r" ~ / / ~ 200$ ~ ~ / ~
/ / / ~ / / Owwar ate Engineering Date ~
4 , .r s,.; l,, to / ti'.,e~i . ~ ~ \ / / / / Town of Morrisville ~i~9 .
q / J ~ / / / / Engineerllnspector Disclaimer Engineering & Planning Fees Paid `j,~~ (;~'J\`~~
• ~ • • The presence of the Tawn of Monisvile ar Town of Cary Yes No Comments / !1 1t IJA
. ~ / / ~ ~ _ ; • . . ~ L / / infrastntcuae " ff111111 ~~~)1(t! ~ / ° / ~ Engineer or inspects at the work site shall in no way lessen Fees ~ !l J i
~ .x~ Y,.„, B 33 4 ~ ' the Owner's responsibility for conformity with the plans and / ~ specifications. Should theEngineerorInspectorpriortq
° / .'I _ ~ r • ~ I r .gq~~ q( i' } during, or a&er conauuctian fail to idomify or reject materials TuWn of Morrisvi0e F ~ N AL SET s~ / or work that does not conform with the plans and Released for ConStrnetion
_ y k S _ , , ® ~ speaifraations, whether from lack of discovery or for any ~ , other reason, it shalt in no way prevent !afar rejection sad
a ° -s- / ~ ~ correction of the unsatisfactory materialsorworkwhen FORCONSTRUCTIQN
f'. • , ~ ~ • \ discovered. This is also true if the work 1>as been accepted (signature requttad) and is currentty being maintained by the Town of Mottisviite
" ~ ~ / 355• / / / .y, , / • s, F / ~ { . " BW 34.3 / • • . / 1 ! r \ or Town of Cay. The Owner shall be responsible for
/ / / Q / / / M ~ 1j ~ ~ t,t, correcfion of all work drat does not conform to the plans and 1 ~ l specifications. Date
0 p~ ~ / / ~ - ( / / / I ENO WA , r 1/ ~ ~ / ~
/ / ~ 35x1;0 TW 344.8 / 1 • BW 337 / / r- / END WA L ~ • • W ~
/ r / / / / / , , t ~ ` o, . / Reveiw Disclaimer Construction Requirements
4 . ~ ' / 357.0 J / / / / BW ,333.7-. / ! 1 ` • / ~ I I ~ / Should dte Town of Morrisville or Town of Cary fail to identify, All public and private work including but not limited to
/ / ~ ' / ZONE 2 BUFFER 1 ~ r v y ~ - - ` ' : / I . , ~t ° ) IMPACT 2 SF. r _ / ~ I / , ' ~ ~ ~ ~ ~ I / / that the OwnerlDevelaperhss not addressed the comments made watetmains, water services, sanitary sewers, sanitary sewer ' t , ~ ~ , by either Town, or that the Plants and Specification are not in services, storm sewers, drainage systems, roads, sidewalks,
• ~ ~ ~ ~ comphance with respective town Ordinances, Standards, parking lots, site grading and landscaping shall be cvnstmcted in / ~ Specifications, and Detail whether from lack of discovery or for accordance with the Town of Morrisville and the Town of Cary
any other reason it shall in no way relieve the OwnerlDoveloper of Ordinances, Smndards, Specification, and Details that are
i• ~ ~ ~ their obligarion thereof, nor obligate tha Town of Morrisville or applicable. No deviations from the OwnerlDeveloper's Submitted f f the Town of Caty to correct such errors or omissions. Execution plans will ~ allowed unless written approval firm She Town of
a I I ~ of this construction plat by the Aeveiw Engineer or Planner fos Morrisvii#e is received, along with permission from the Town of / .i ~ / ' I 1 ~ f either Town in no way limits the responsibility of the Owner and Cary for water and sanitary sewer deviations.. All Public and
I I Engineer of 8ecord with regard to compliance with all Federal, Private Easements shell be recorded prior to final acceptance by f I ~ I / j State, and locat standards, rogulatians andlor conditions, the Town.
/ / • BONE -•aUFF~ / i ,,,e„ r, .r C .4 •9'~ ~ ~ •
~ ..2 r % - v / - -A 1101F~,30 RCP ~ ,lA1frACT SF'~ ~ ~ . ~ 1 0?b , , t ' I I / / ~ Z ~ 'I ~ ' f ~fGRADING AND DRAINAGE N TE ~ ~
• G TW 362. / /f/ L. / / r ° , - o'" s i.'r INV.~330.4 • . "y \ \ B 342:4 ~E`U~-RIVE BUFF \ / r as ' , 1 ~ { ~ 1. REFER TO STORM WATER IMPAGT ANALYSIS FOR CATCHMENT AREAS 0
/ ~ , / ~:i~: \ INV. OUT=329.3Q .r ~ / / ~~/f J T~ 1" ~ U, JIVE ~ _ / \ \ \ r r ~
` ~ ~ I ~ ~ 2. SIDE SLOPES OF 2H:1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS.
~ ? 1 1I' 1 ~ ~ ~ 3. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN INSPECTOR THE AREA IMLL BE RE-GR ED ~ ~
1 ` ~ ~ i ~ ( ( ~ ~ AND/OR CATCH BASINS INSTALLED TO GORREGT THE DRAINAGE PROBLEM. ~ ~ ~ ~ r
BW 45.0 ~ ~ / / / . / ~ ~ ~ _ ° r / 1. ( \ ' 1` \l ~ (I I~ I ~ ~ 4 ~ MAINTAIN 2~ SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK PRIOR TO TRANSITIONING o ~ P
-s _ y _ 1 ~ ~ i ! ~ ;L~ TO sTEEPER GRADES. ~ ~ ~ ~
• ~ ° ` ~ ~ j~ / ) ~ ~ ~ 5 y SIDE SLOPES OF 2.5H:1 V USED ADJACENT TO WETLANDS AND STREAM BUFFERS n M N •
/ / / / / .,.r / / F9R' DES` - D NCE -
/ / / r / / , \ ,NE s uc E / / / `~R~QtNG. ~F~-' - _ / / ° ~ ~ / ~ / / ~ 6. REFER TO E&SC PLANS FOR STABILIZATION MEASURES ~
/ ~ / / / / s / ~ a y '^w. r ~ ~ / / / / fl. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY ADEQUATE BALLAST TO - ° _ ` ` ~ / /f /j^ ~ f / / / PREVENT FLOTATION.
/ END ~AL lr',r/ , ~ / l/ l \ ./f /I / \ / / - - w, / / I ( f i I~ROPASED IS IOt+~ O / ~ o _ - " ` ~ 16.~,EOOT~A~3' ~~MEN~'' / / / / /
/ / 343.2 f<({~ ~ . f { ~ ( ( \ ? / / / r s' ~ ~ PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED
J I ~ ~ ~ / / BY PR ESS / r / ` \ / / / LICENSED GEOTECHNICAL ENGINEER AND THAT TFIE TOWN IS PROVIDED WITH A FINAL GRADING REPORT, ~ ~ t°n / / / INCLUDING THE CORRESPONDING C~PACTION TE5T RESULTS, CERT1F11NG THE TYPE OF FILL MATERIAL
1 / I If . (1 ( l / ~ / l _ _ , _ "h ~ / I / / / / AND ITS CORRESPONDING PROPER PLA(~MENT, INCLUDES THE PUBLIC AND PRIVATE RIGHTS-OF-WAY ~ ~
/ ~ / ~ ) i r' / n v /
III / II / / - ~ T • 1 / / _ ~ _ ~ r, / ~ / 9. ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER POND SHALL BE CLASS IN RCP WITH 0-RING ~ W ~ o ` / JOINTS. PIPES SHALL BE WATER TIGHT AND COMPLY WITH ASTM STANDARDS. ~ ~ ~ Q °o
1 / / / /i A \ \ / I / / / I ~ ~ \ ? ~ / 10. NO FILL ALLOWED WITHIN 30' OF EXISTING 230KV OVERHEAD TRANSMISSION UNE UN11L TRANSMISSION a ~ ~ ti LINE RELOGATEO BY PROGRESS ENERGY. 0 = N
/i - l /r/ / / l / -1 1 ~ ~ `1 .GRAPHIC SCALE
i .i/.. / / r / ) \ / / / 11 r / / / - _ ._.,L _ _ _ -
~ ~ , 1, +o a ao ~o ao 1eo a vW, ~ - _ GROUNDWATER NOTE
1 r / / f / ~ ~ . / / JI . /i J / / / / , / / / l ~
\ i A#RdPk'Im ON li~S PR4rECf. (30NtA"AC'(~R'S ~D SHALL ~ z
1\ J / \ . \ \ ~ / OZONE 2 30 - EACH / / ~ e / \ ~ J \ \ / / /SID OM TAP OF / / / ~ l / / 1 / / .r ~ / / l" ,
11 \ ~ / / / / / i 11 I J • \ \ / / / ) / / / / / / / / / - / EXI TIN~TRANSMJ& iON Is In ~ - ~ >t ~ ~ ~o t~ Q m
#7~ ~ ~
~ / / / / / / f / / / / / - TO f~Rl_`LOCATE^Q..~Y ~j ( l ~ l 1 / / / / l / ~ r PR CRESS ,ENERGY
. CUT/FILL DE51GN CRITERIA SL®PE DESIGN CRITERIA
~!i 1. SLOPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED iF STABILIZED WITH 1. THE MINIMUM SLOE ON DRAINAGE SWALES IS 0. % 50 ~
y 1 l l r / / / / / / , l ~ l r A\1 j~ l / 4 1 r / / l l l -~JLm~~T . ~ ' I I ~ / / / / 1 I BEFOREYCUDIG VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE ~"'1t ~ ~ GRASS, RED FESCUE OR OT}IER VARIETY NNTH SIMILAR CHARACTERISTICS. 2, 'ME MINIMUM SLOPE ON ROADS IS 0,70%. J
~ / ~ / / ~ ~ J i v~ / / / / / ~1\ l / / / / / / l / J r 1`?'+~ 11i•~ SUCH SLOPES SHALL NOT BE STABILZED WITH TURF GRASS. ~
2. SLOPE5 THAT ARE STEEPER THAN 3H:1V MAY BE ALLOWED UNDER SPECIFIC 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.0%. .r CAL~18U0632~4949'NC r~ ~
/ / / / /J ~ 1 t 1 ~ ) e / / / / / / / f / J ;T ~~NE•ca~~cEr~rE~ GIRGUMSTANCES AND APPROVED BY THE ENGINEER, IF STABILIZED NRTH 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT !S 1.0% ~ iT ~ ?NE PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF ~ Q 0
9f / - \ ~ / / / i / ~ /J / / 1 ~ i / I / / / / C I C / / / / I PLANTINGS AND RETENTION DEVICES. 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.0~ ~ ~ ~ ~
1 1 1 / / / ~ / ! I ~ J l J / •b ~ • \ 1~ / i / J ~ I / ~ v 111 1 / / / / i J ( . / , ,
111/lit Imo) / / i / l / J - / ~ 1 ~ MH-3 ~ Z ~ Y Q
~ 1 / / / / r 1 J ~ / / ~ EGEND ? / / / ~ ~ ~ l ~ / / • • • 1 1 c ~ 1 l / / / fy ~ / ~ / / / / I 1 f ~ S / /
/ / / / i / ~ ~ , { r , / j / / 1 / l / / T ~ ~ / ' _ ~ / ~ STA>~± 3145.00 MW- 32+02.23 ~ Q ~ rn ~ 4 ' N~V IN=341, 33 R - 338.00 110 LF / ~ ~ Z O U
r I / ~ ~ / / / SPOT ELEVATION X 100.00 W 10 INV 0335. /1:05% IN=3 0" P 1 ~ ' / ~ W ¢ ~ . ~ / 15"RCP IN= 4,9 (Y U
V / ~ 1 ~ J EXISTING CONTOUR - ~ / / t J ~ / ~ ~ / ! ~ l~ I i / / / / / / / ~ / / / / J ~ / ~
V ~ / ~ ~ 'Y .G / / PROPOSED CONTOUR ~ 1\ 1 1( l J / l / l l / 1 1 \ . \ 1 \ C ~ / / l i ! / / \ / / / / I I ~3 / / / LIMITS OF DISTURBANCE e
~ ~ / / ~
\ / { I / { 1 / / ~ / / cuRa & GUTTER \ 1 \ / y y / / / / / I / / ~ . ~ ° - v Z
1 yyy V \ / / / / ~ I / ~ / 1 ` ~ 1 / 1 y y ~ I / / J / / / / / I ~ f / STORM PIPE 1 y y < V 1 / / / 1 , / / NCB . ~ CLASS-~-- L~;,~• V
~ ~ 1 1 ~ y ! . 1 1 ! / / 1 / l / / l l ~ ~ / l i y y y \ 1 1 / / l cATC~ eASrN . ' . RIP-RAP ~r ARMORING (TYP) r7
\ !I/ yy 1\ \ ~ l / / l l d 0/ 1 1 1 t~ ~ I y y ! / / / 1 I i / t \ \ y y \ ~ 1 1 \ / / / / ~ / / „Z3 0 3: 4
J / y yyy I ~ ~ / / / / / / / Q / LEVEL SPREADER 1 i ~ ~ 1 \ 1 \ y y y y \ \ 1 / / ~ ~ f J / • I y y 1 \ / / / / / ( / / i 5"RCP ZONE 2 BUFFER G STREAM IMPACT ~
\ y y y ~ \ / / J t 1 t I h 1 y y y y \ v I \ 1 / / / ~ 1 I' J t~11DE RAIL "-8-a3-a IMPAGT (3341 ~E-} ~ LMT - ` (127 LF.) Q
\ 1 I I y V Y y , , I I f I I l/ / 1 1 y y. A 1 l l ~ $ \ ~ y y . v 1 I \ / ~ ~ / ~ / ~ ~ y y y Jy y ~ \ / / ~ I / ~c I l RETAINING WALL ~67"C~F I I 34 ~ _I
1 1 1 y y y y y yyy { ~ ~ \ I J 1 I f / / I l l / ~ y y/~ y y y ~ ) / / ~ 1 I I ~ / FENCING ~ 5.19% ~"j~CP I 0 =3 .3 ~ ~ ~
< 1 1~ ~ ~ v /y y y y y y / ~ 1 1 l l ! / I/ / I v y y y y~ I! I / I / f I.. ~ 1 ~i++" y yyy y y yyy\yy ~ J l / / 1 I •
~ y - 1 I l l J WETLAND/BUFFER IMPACT ~ ~ 1 y y q\ ~ ~ l I l / l ~ J 1 L~ C7 ~
I y y y y y y y y y y y ) ! / ~ yyy y yy I J ! I ff I I / 1 y y y .yyy a r f / / / / / / / J / I I 1 y•y y yyy y y yyy ? J f / Il 1 i / / 1 J
y y y yyy y y.F J ~ I / / / ~ j l f
~ ` ~ ~ yyy y yyyyyy;,~ y J I r / I l l / / ~ / / / WETLAND TO BE PROTECTED . y y / / 4 y y y y y yyy y y y J / l l / / V/ ~ 1 ' ~ ' y y y y y y yyy yyy W' ~ y i' ' r'°'.~ / ' ~ / / / / / / / / l I ~ ~ M Z ~ c~ o
y y y y y y y y y y /W y y y I J ~ .•~"'n` / j/ J l ( / l / f l jl l 1 W y y y y y / ! J l ! / e 1 J y y y y y y y y y y y J J ' j ) l e / / l/ / NEUSE RIVER BUFFER ~ ~ 111 p o °o
~ ~ ~ \ y y y y yyy / y y ~ / / ' / / / / / / J RIGHT-OF-WAY _ _ _ _ • ~ o 0
\ yyy y y y/ ~ ~ y ~ ~ ~ J l l l r l / J ~ 1 y y y y y y 1 1 1 1 I I l l I / ~ / ~ / J 1 1 / / ~ y y y y y . / _ 1 1 l / / / J EASEMENT
~ y y r_ ~ ~ / J J I l 1 1 / ~ 11 J J 1~ y y / ~ 4 yyy / 1 t r° / ~ / Ii 1 yyy ~ 1 l I ~ / / 1
r / \ ti I l l 1 / J / Il ~ •:yyyyy / ~ ~ I j / I / / / I / y y y y / ~ 1 t l 1 f y ~ 1 / l 1 yyy / / I / / 1 1 / ~ / m (y.~ J Z ~ Z
I~ ~ yyy yyy / ~ ~ I I/ I t 1 I y / ~ yyy yyy , / ~ 1 ~ / / / 1 I I G l
i t y y r/ I I J yyyyy / ~ / / / J J J I / J y y y ? / / / / ~ 4 / J / t• ST 71.43 ~ ~ ~ W
~ I y yyy y. y / ° / / / l J J J fi l / J ~ yyy 4 ~ / I 1 i / ~ J J y y j j l J J ~ J I ~ ~ N ~ ~ R i= 350.41 / it ~ IN=342 0 / ~ 0
J y / / ~ / ~ J 1 y / /r if / / ) I l ~i / ~ / I VOUT=342.09 (MH-3}/ ~ ~
y / / / / ~ / ~ 1 y / - / / /i l r/ ~ ' • r,• I OUT~,3'41.47 (FES-AKA) LL
~ I •y ///r / / / / / / / I I .y 5/ / I C/ J i / / / ZONE PUFFER `.:.t • • ONE 2 BU FE'I~ DE~GI!IED 8Y: EI.B W
t / / / / / / / ` / • / ) I{ ~ Irr!' \ / / I i ~ ~ / IMPACT (467 ~ - ~ IMPA T 4480 SF. -1 .--y~. ~ ~ } ~2Alh~l BY: ALB J
~ ~ / o / / l l / / I I / / /l ~ ~ \ 1~ / / / / I / / r ~ f.
~ 1 r r ~ ~ / /l ) r 1 ~ / / / 0 r \ \ ~ / / / / / f / / / ~ / / / piE~(EQ 8Ys CMD
! I / ~ 1 ! 1 ~ / / / ' ~ DATA 12-22-06 ~
s I ~ ~f\\ ` 1 1 1 ~ J J / ! I / - Il f ~ I ~ / / /
/ / / - ~ / \1\ ~ ~ / / ~ i / / i ,y ~ / t 1 i ~ / J / / f / ~ ~ / ZONE i BUfF :a ~1 ~ Pr~cT,~ 015476039
. / , 7~J ~ V IMPAf'.T ldF,19 SF 5 J ~ ~ _ . _
lit
STREAM #1 CROSSING ENLARGEMENT SCALE: V=20 Col 1 0
AS INSTRUMENT SER\4CF, IS INTENDED FOR THE CIFI POSE AND CIMIT ICN I IMPROPER IS DOCUMENT TN I MAPT"AlON If KIMLEY-H IS DOCUMENT* TOGETHER YYI E MCEPTS AND SIGN ESEN MAV-HORN AN AS,SOCIA THOU UABIUTY TO WLEY-HORN MD A W

tOT NUM. DURHAM CTY PIN ~
~ _ 1 0747-03-40-6845 _ ' ' ° ~ - ~ _ - 14 0747-04-50-3843
~ ` f,.,,,,ti < ^ - _ o 15 0747-04-70-7699 K~~~~~f'(-IQ~~
~ ~ - _ _ _ _ - ~ - - ~ LEGEND and Ass~ia~e~, !n~
° ~ ~ s ' ~1 . " ~ ~ .ii~.....Trr.r.- ~ 17C: Pi~K OA44F.
~ ~ ` ~ ~ " _ SPOT ELEVATION X 100.00 P?i~ C~liti+t 2e2t7
' EXISTING CONTOUR
I ~ ~ / ,c,~Y- ~ ~ y _ _ PROPOSED CONTOUR. Q ~
I ~ ~ ~ ~ ~ ~ - o ~fxls~N6 ZRArdSMES~7~i til / ; % 1 ~ ~ \ ~ ' PERENNIAL ~ ' ° ` LIMITS OF DISTURBANCE
I f \ \ 4 ! - / ~-L~IE.~$TRU~TtlRf~ / \ 1 L _ " cNAN
J I ~ ~ } ' / / ~.1'0 B RE \ . _ ~ EVEL SQI3fADER- ? \ S ! ~ t ~ \ \ ~ / ,,-gx PR Y / SEE ~E T 11.07 \ _ _ ~ ~ - ' -r - ~ CURB & GUTTER C~~uut~p '4i
I \ \t ` , ~ ~ > ~ 9 f' \ / ~ FO `mow +s.. ~ . I ~ / ~ / ~ ~ ti UhdITS DfSTURBANCE ~ ISTUR$ANCE ~ - ~ \ r ' STORM PIPE %r~~~r ~ Q
\ \ \ 1 \ -347. 9~ - ; / / • ? %"'G • ~ ~ t • GATCH BASIN
` . ~ 11~` ~ . ~ ~ LEVEL SPREADER ti
\ \ ~ • ~ ~ ` .i' GUIDE RAIL i~i~~•• • . , I . '
• ~ , ~ ° _ _ RETAINING WALL ~~~jtt •OJ`~,~
" \ \ t ~ ~C. _ fr FENGING mix-~e~e--~ ~~tttltli11t1>i~~~'~~j~~
r \ . ~ ~ \ / ~`--.e-y ~ WETLAND/BUFFER IMPACT ~ FINAL SET
_ _ _
~ ~ ~ ~ \ ~ y ~ ~ ~ WETLAND TO BE PROTECTED
\ l I ~ r, / i ~ ~ • ~r'" • ~ FOR CONSTRUCTION ~ ~ ~ y _ ~ - ~ ~ ~ 1 ` y NEUSE RIVER BUFFER
j - - / / " , ~ ~ RIGHT-OF-WAY
'CB=B ' \ ' ~ ~ EASEMENT
~ ~ ~ r ~ - v SH p ~ / i / - .131~t-E1~34~:57` `NEtJSE" RIVER .BUF \ \
? w v ~ I i ~ INV OllI=34#.'!5 -~0'~.~,p' \ ~
. r ~ ~ ? ~ . r o ~ . / / \ ~ ~ ~ ~ `SIDE' F-tl~A ~QR-.OI~ Bp~,~~,
a ~ ~ ' ~ \ / ? / \ -
Morrisville Project f ~ J NEUSE`R1~R BI~fiF~i \ f _ ~ Town of Cary Utility Approval
~ ~ \ \ / ~
\ \ \ l \ \ StpE FR~IuhTQP OF ~PIK~\ ~ ~ ~VaterAztd Sanitary Sewer System ~ ~ On Apri13, 2006 the ownetsJilp, construction, operation, maintenance,
\ \ \ ( I r \r * 4~F-,~.Q~~ r a, \ ` managment, and financing of the Town ofMorrisville's water and sanitary ` y .,r ~ sewer system within the present amt future corporate ]units and Urban
I ^ ~ _ ~ 13~ ` ` \ ` Service Area limits of the Town of Morrisville was ttansferced to the Town \ ~ e of Cary as per the merger agreement between these two Towns. All water
~ / " \ ti I I IN =341. \ \ - ~ ~ _ ~ and sanitary sewer system design and corisnuction shall be in aceordartce
f w.. with the Town of Cary, Standard, Specifieatiotu, and the Standard ~ \ ~ ConsturcGonDetailbmwmgs ~ ° a ~ ~ ~ Approved by the Town of Caty Z
\ \ \ / 1 I I 1 \ ~s RCP \ \ ~ \ \ o ~ I / ~ / ~ 1cB- o I I ~ 1 i ~ ~ \
? \ \ \ \ \ \ \ / / t y ~ ~ TA/1 8.36' r. \ \ i \ 9 \ / r I V T= 44.5 ~ I I / \ ti \ ~ \ \ \ \ ~ / / t GETATIVE S AL~ ~ I RI' E 34430 ~ \ ~
~ \ \ 1 ~ ~ ~ , \ / / / / {RI4FER TO E& C f{LAN > > ~ I I / I V 1 =34+?.3 ,r . ~ \ \ ~ / ~ ~ Q~eO tic` ~ ~ Engineering Date g ~ p L1 ~ W
\ 1 / 1 I ! S1;IN6 093 - \ \ ~ ~ ~ ~ ` ~ ~ { Oft 5 RBANCE \ ~ I ti I I / / NV UT~3 .30 ~ RIM EL 3 .5 ? ~ I 1 I I / / r ~ \ ~ A ~~a V ~ \ FTC! d' 1fn~ ~ ~ Q'
1 1 1 1 ~ r// 1 I J I I I I i / / ~ ~ INt~I X343. ~ \ ~ ~ _ ~ / \ I I I I / INV .
~ 1 _ / r SEE ENL,~ftG M T f I / / F`>:s-7 \ _ ~ ~ ~ ~ ~ y ~ Town of Morrisville ~ ~ N ~
1 1 1 1 1 - _ _ 1 ~ ! I k ~ t _ ~ g F R E AI Ed I I ~ - _ F7'I:z6 ' ° 'cP \ \ ' Engineering & Planning Eees Paid ~ ~ ~ n~ ~
~ I ~ I 1 / ~ GR~DIN r ( 1 1 `T~ l / ~ ? ? W / ( I l I ~ ~ / ~ / J J S A 91;41 +~4~ _ _ 5 ~ Infiastrtuxrtre Yes No Comments Q 8~4~ _ ~ `o f ~ ~ \ Fees ~
I ~ ~ ~ ~ _ _ . _ _ _ ^ ~ r ) ) ~ ) RI ~L~344.13 / / / r...,, \ i ~ / / / , / / o r I ! } I I l l / ~ v ST'A 1 X5.20 ~'A 1 '55.20 \ \ -
I ~ r / ( / / r J ~ IN I =3~39~90 (CB~~6j' / / / _ ~``~RIM`E = 343~3- \ ` ~ l / - _ _ _ _ _ _ ? f r o J )IN I ~ o.es (sBB;;9) / / / / / ~ ? ~ I N=337.70 IM`£~~ 3~k3~~-.. \ ~ ~Q~ ~ j ,y \ `e Town of Morrisville ~1N=337.70 ~ ~ ~ • ~ ~ k ~ Released for Construction
i~\ \ I f r/ J f \ ( / ? ? ~ ~ J INV`0llT=3 9:9 (FES=3A) / J l l / / / _ ? ~f V ~T=337.~a0'
INV OUT 340.86 {MH / / 1 / / / ? \ \ o ? \ I 1/ I l I I t ~
\ ~ ~ ~ ` (signature required) \ \ ~ ~ /
/ I l l - ~ ? ?
~ / ~ ( ~ ~ ~ Date ~ w~N~
ZONE 2 BUFFER ~ FES-3 ~ ~ i ?
EVEL SPREA R-3 f / / / / ? IMPACT {4970 SF . STA 10+00 / J J ? ~ SE EET 1 .07 i I / ? ?
~ ( ~ INV our=327.x0 ~ ~ F R D TAIL / J 1 / - ? ? \ 0 ) I ) I \ ~ ~ \ ~ \ \ _ ~ f / u'~ f Construction Regnlrements ~ ~ Q
\ LF ~ 5.00% ~ r ~ J I \ ~ \ \ \ ~ i ~ ~ \ \ ~ ~ •T i AJt pablic and private work including but not limited to ~ ~ J ,I
,..-'f/~,~` FRCP p ~ J I I \ \ \ \ \ ~ f ~ r , watemrains, water services, sanitary sewers, sanitary sewer Q O .J ~ \ f,, services, storm sewers, drainage systems, roads, sidewalks, F., N ~
ZONE 1 BU FER ~ ~ / ! ~ i I . / ~ ~ ~ \ ~ ~ ~ _ parking lots, site grading and landscaping shat! be constructed in ~ J Z
IMPACT (725 F.) . accordance with the Town of Morrisville and She Town of Cary Ordinances, Standards, Specification, anfl Details that are >
~ - I SIN i applinable. No doviations from the Ownedtkveloper's Submitted ~ W Engneedlnspector Disclaimer plans will be allowed unless written approval from the Town of Q ~
TE . ~ ~ ,./1viH-5 Morrisvilleisreceived,alongwithpermissionfromtheTownof ~ tj7 The presence of the Town of Masrisville or Town of Cary Cary for water and sanitary sewer deviations.. All Pablic and
D~ 1. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS ~ STA 10+73.96 Engineer or InsperAOr at the work site shall in no way lessen Private Easements shalt be recorded prior to final acceptance by
~ \ ~ RIM EL=342.50 \ - INV IN= .41 2. SIDE SLOPES OF 2H:1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS. the Owner's responsibility fqr confomriry with the plans and the Town. speeiftcations. 3hoaid the ingineer or Inspector prior to,
J ~ \ ~ INV =330.55 ~ ~ ~ 3. WHERE "STANDING WATER" IS DISCOVERED BY THE TOWN 1N5~'ECTOR THE AREA during or after constructionjfall to identify orreject materals or work that does not eonfornt with the plans and
\ \ WILL BE RE-GRADED AND OR CATCH BASINS INSTALLED TO CORRECT THE J / specifications, whether from lack of discovery odor any
~ DRAINAGE PROBLEM. other reason, it shall in no way prevent later rejection and t3wner Certi~eati0n correction of the unsatisfactory materials a work when
\ o, 25 LF 4. MAINTAIN 29: SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK discovered. This is also trttejif the work has been accepted The OwnerlDeveloper herby certifies that: all Town comments andiscuttentlybeingmaintuinedbytheTownofMomisville havabeenincorporatedintothethawingsandSpecifioations,the ~ ~
\ FE5-3A ~ 5.80 PRIOR TO TRANSI710NING TO STEEPER GRADES. or Town of Cay. The Owner` shalt be responsible for lhawings are in compliance with ail Federal, State, Local correction o€a!1 work that drteee not conform to rho plans and Standards, and Town of Monuville and Town of Cary ~ Q Q ~
Q~ ~~'ST'A 1 " , - 5. SIDE SLOPES OF 2.5H:1V USED ADJACENT TO WETLANDS AND STREAM BUFFERS specifications. Ordinances and Standards, specifications, and Details and the tttr © ~ ~
Owner has checked the plans to confmn that there are no errors ~ ~ U Q Q or omissions. The OwnerlDeveloperhereby certi6esand agrees iti~ ~ V Z
1---- = 6. REFER TO E&SC PLANS FOR STABILIZATION MEASURES \ to take such action as may be required by the Town of N Q J W J I MottisviJle and Town of Cary to correct arty errors, omissions or O CJ' ~ ~ Q ~
7. IF PIPE 4R STRUCTURES LOCATED IN GRtMIND WATER CONTRACTOR TO VERIFY Reveiw Disclaimer non~compiiance with Town of Morrisville and Town of Cary ~ ~ ~ ~ ~ Q
~ ADE UATE BALLAST TO PREVENT FLOTATION. Q Ordinances, Standards, Specifications, and Detailsand/or i ~ U re~oxenution of this canstmcGon plat with the appropriate ~ ~ to
`a, ~ 8. PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE Should the Town of Monisvil le or Town of Cary fail to identify, co ctions and for revisions. ~ ~ .w.l ~ tltat the OwnerfDeveloperhos not addressed the comments made ~ Lli T Q J H
\ OBSERVATION OF A QUALIFIED LICENSED GEOTECHNICAL ENGINEER AND THAT THE TOWN iS PROVIDED WITH A FINAL GRADING REPORT, INCLUDING THE by either Town or that the Pluns atd Specification are not in ~ ~ U d' ~ ~ compliance with respective tov~a Ordinances, Standards, 7 tt '~pJIB~ ~ ® } ~
CORRESPONDING COMPACTION TEST RESULTS, CERTIFYING THE TYPE OF FILL Spectficatrons, and Detail whether from lack of discovery or for t i : cuu
° MATERIAL AND ITS CORRESPONDING PROPER PLACEMENT, INCLUDES THE PUBLIC airy other reason it shall m no way relieve the Owner/Developer o£ Owner Date r ~ S p their obligation thereof, nor oHligete the Town of Motrisvi8e or tlG~i
AND PRIVATE RIGHTS-OF-WAY ..r the Town of Cary to correct such errors or omissions. Execution .k ~ m' of this construction plat by the Reveiw Engineer or Planner for
ALL ST m o o . ~ fl 9. ORM DRAIN PIPES IN OR AROUND A STORMWATER POND SHALL BE either Town in noway limits the responsibility of the Owner atxt N r Engineer of Record with regard to compliance with all Federal,
o ~ d , ° o , , " ° d °p ti, . ~ n o , ~ CLASS NI RCP WITH O-RING JOINTS. PIPES SHALL BE WATER TIGHT AND COMPLY MATH ASTM STANDARDS. State, and (Deaf standards, regulations andlor conditions. G
~
"c~, 10. NO FILL ALLOWED WITHIN 30' OF EXISTING 230KV OVERHEAD TRANSMISSION UNE 1 L~-. ®1.4 % 15 RCP " fi LF ®0.7 15 RC UNTIL TRANSMISSION LINE RELOCATED BY PROGRESS ENERGY. itar~

P Z
r ,2 ~ a.67~ T F( I " ~ J
~ 8 HDPE 1. SLOPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED 1F STABILIZED WITH Q a
VEGETAT10N THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE \ A R F ZWa C~
GR SS, ED ESCUE OR OTHER VARIETY 4TH SIMILAR CHARACTERI5TICS. SUCH SL(~'ES SHALL NOT BE STABILIZED WITH TURF GRASS. u~
3 5.19 / jZ~
\ ~ 2. SLOPES THAT ARE STEEPER THAN 3H:iV MAY BE ALLOWED UNDER SPECIFIC CIRCUMSTANCES AND APPROVED BY THE ENGINEER IF STABILIZED MATH LL' r ~
~ ~ PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF 3'44.38 D °o 0 0
\ PLANTINGS AND RE1EN11ON DEVICES. - _ z po 0
i y\ r ,r ' ~ .c ~ c 345. io- ~ C. i / W Z o0
- ~ ' p C~ ~ F4- ~
n r ' ~ ~ _ _ .c _ / ' 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.50%. ~ , , Z Z~ Z
M / 2 THE MINIMU SLOPE ON ROADS iS 0.709a 0 `p
y 5.2 W
• • 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS !S 2.0~, ' _ ~ Q
t~ • 4. THE MINIMUM DRAINAGE SLOPE ON THE PARKING LOT IS 1.0 3 ~ ~ ~ ~
a V 5. THE MINIMUM CROSS-SLOPE ON ROADS IS 2.0~ BEFORE YOUDIG r ~n.~ 11
/ .
TOP BY: ELB W GROUNDWATER NOTE gY; E>_B ~
CALL 1800 632-49Q9 N;c 'IFS PRICE OF iER SHOULD ~ (~~EI~Ep BY: CrNE~CALLCENTER AM11dPAlED DH 'THIS PR{>*ECT• CONTRACTOR'S ~ SHALL CMD
0 6.10 345.8 / / ms THE Law INCLUDE OONS~RATION FE1R AIG THIS ITElrL ~
S
GRAPHIC SCALE I~AT~: 12-22-Q6 0
cT~ b15476039
w 0 g0 40 OD ISO LL
~ Q
ENLARGEMENT **D"- NT - DRIVEWAY 6 & LEVEL SPREADER 3 Z
SCALE: 4"=20' {DI rm) Col i inch = 40 & 0
t-
TH DOCUMENT. THE CONCEPTS AN DESIGNS HEREIN. AS AN INSMMW OF SERVICE. IS INTENDED Y FOR VE splallic POOR AND WENT FOR- WHICH IT WAS PREPARED. REUSE OF AND WR04R CE ADAP A ON KlM 6 KlMM ALL SEWHOUT UA94JTY KUSY-MM AND ASSCOA INC.

lOT NUM. DURHAM CTY PIN ~
t OT~N~CR0 C11ME T f ~ \ C'~~ , ~ ` \ ~ \ ~ 1 0747-03--40-6845 . \ 1 ~ NEtXSE RhVER ~UFFER \ \ \ N" 14 0747-04-50-3843
~ ~u~ To~'~i~ a Nt<) ~ v ~ ~ 0747-04-7~-~s99 ~In'i~~ -HOrC~
~I T~-O~..Dl7~R~kl~rVF \ \ \ ` \ \ \ \ \ ~ ~ \ It v . ~ ~ ~ ~ z~i~Ei RIGV~ BU£FE ~ \ , ~ t~ ~1 ~ - - ~~i~ ASSOCIat2S, ~~t~ } ~ ~ \~SIDE FROM TOE OF BANF(~` ~t ,1 i , y J ~ ~ rf£ Puec oRnE
\ \ \ \ I l ~ fir.- • i 1 .1- / ~
' i ~ E ~ 1 \ \ 1 ~ o / tborl~, ttoant cu:atuu
\ \ ~ \ , S PR 'iE~T~vE MATTING - - _ \ \ ~ \ 1 ~ ~
~ \ \ \ ~ ~ R FER E&SC PLANS ~ \ ~ ~ , THE ~ , \ ~ ~ ~ rl/ ~ Q ~ \
t' ~ ~ ~ ~ -.,rte -i ' ~j / / r 111 1 ( / / r
y ~ ~ i ~ , ~ ~qi,. ~ `C ll~~i ~aL ti 1 EXI~TN ~ r~~~ / / / ~ ~
e I R~ RAP•DISSiPA OR ~ ~ _ , ~ REFER. TO• E&SC LAN ~ JI I r ~ ` (
\ ER ENC~F ~
/ I \ J~
i ~ ~ ~ ~ ~ - -o,,~
/ \ ~ I f / ~ 3
/
I ~ LIMITS OF ~ T~325~00 i ( I/ ` i' / / j , ''r~ ,-rr~ j/////`~ FINAL SET
} DISTUR 6d ~ I I + I / / / I \ ~ G.€, i I I FES- if . "~I l ~ ~/r, rr ~y' ~ 1 / ///111////
i I I I I I J INV. UT=320. I ~ ~ i ~ LE'ItEL E J J
~ I I I ~ ~ ~ ~ - r //r// i FOR CONSTRUCTIQh!
, ~ I I I F D T L ~ I I ( I J
i ESQ-6 I` . ~ , ~ / C~-3 ~ ~ I I I I I / 327. ~ / , / / //s
TAi 21 9232 I I J I / STA +5~i.3 ( 1 - ` I I
i V ~1- 25!0 ~ ~ } ~ / AIM 3~7.6~3 ~ I \ ~ i ~ 1 1 1
~1NV IN 33 .4 ~ ~ ~ ` I I I 1 ~ k" ~ J I Q I OUT- 3 43 i ~ ` ~ J, \ ! % f/iii Y~~r~/ %f~r// ` /l
1 ~ i - 1 1
1 ~ 1 ~ / ~ 1 1 1 i ~.,~//i%rirrr :-~/~i///i/ - - - - ~/ir r/~ r~ / /
/ / ~ ~ ~ I 1 I I ~ i ~ 1 ~ ~
e / I 1 \ 1 / I I i I i ' ° = ~ j ! f .r /l ACTOR TO FIE
/ 164 L . I ~ ~ 1 , i , r. ~s, ~ a` ~6,2~~ i ~ 1 / RIFY THAT EXI G l ilk -'y . ~ ~ / ;,„~Gp FENCING IS NOUS
? ~ , / / .-.',.~T9N- s / ~ ~ ~ ~ ALONG .FEN l l/ I r ~ ? r / r tr~s~ A~. BE R CED
/ t / l 1 I } ~ , T WHER SING OR
' 1 ! 4 - 1 I ° f / .SO - - i II ~ ~j/ , ~ r r / ~ I DAMAGED. 3 3 ~ W
/ ~ >is w w w
. T? i
. / _ J J , 0 ~ ~ if
~ ~ / _ ? 1 1 ( 1 ~ ~ D PLAT n. -t ~ r / ~ r
~i,~ r (SEEN #~0) ) ~ a a ~ 0
- ~ / ~ STA 20+ib.73 ; . x ,~..^r rr r r r~r t ' ON-ENCROACHMENT ~ M ~r%'~ OTH FRAM CENTER OF o 0 0 n
RIM EL- .9 \ / ,x / o ° / r r,~r /
V iN=3 21 ~ t X9.46 / ~ ~'r.- ,s / / .,'s r /~ir r' STREAM \ \ \ p 00
I V OUT=3 .01 I ( r - r, - 4 , I / ~ ~ D r ° n ~
C(/~ tt) fh N r
i J I STA 1+ 1. ,--'"'~3dfF ~ ~ 1 ! ~ rS E EAM SIf~G z
~ I i ~ ` ` _ EL ~i a , .-''~'.A r,,,..-.., -.-,.fir. \ ARGEM THiS ET
J ! J ~ rl ~ _
1 i i \ ~ /o / W~
1 J l / I i 1 J /i~~ / ~~.-f--. / J ~ / I I } i 1\ I/ ij L`E ISTIN Ef~j,INA~ / / a ~
~ ~ o~n
~r / / r,, ~ /i ~ ~ iii r, rr r ~ r ~ ~ i w ~ N
FES-E PROPERTY ~ ° r ~j ~ \ y ~a~°o
LIMIT'S f , ? r / / r , ~ s. CB-1 IS11N ~ / ''J /`i r-' ~ \ 2~, cA aNNM z~
STA. 25+14 0 CH I+~' r ~ / ~ o~~N
RiM EL-32 .87 - W Q ~
LEVEL SREAD R-4 1NV OUT= 2.66 / SEE SHE 1107 (2) 8'X10' RC8C OwnerCer ( LLILLIQv Owner Certification W :,j
FOR DETAIL) ~ O.Oy ~ RAD AN RAi A I •INV IN =310.50+ ThcownerJDevetoperherbycer ~`-JW rwnerJDeveloperlierby certifies thak all Town comments Morrisville PtrOJeCt ~ ~ ~ ~ 1-
INV OUT 309.90 1. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS have been inco>porated into the xenincorporated into the Drawings and Specifications, the Town of Cary Otility Appl'oval ~ ~
~ Drawings are m compliance witl c, Standards, and Town of Morrisv ings are in compliance with all Federal, State, Local Q~ Q arch, and Town of Morrisvilb and Town of Cary ~ Water And Sapitary Sewer System ~ ~ ~ D 7
2. SIDE ,TOPES OF 2H:1V USED AT STREAM CROSSINGS TO MINIMIZE IMPACTS. ordinances andStanderds, eci L S 2 RIP-RAP ~ ances and Standards, specifications, and Details and the On A 13, 2006 the ownershi , constnretion, 0 bon, maintenance, Q m r has checked the plans to confirm that there are na errors managment, and futancing of the Town of Morrisville's water and sanitary
ARMORING OF Ownerhascheckedtheplansto ~ 3. WHERE: "S ANDING WATER" 15 DiSCOVERED BY 1NE TOWN INSPECTOR THE AREA oromissions. TheownerlDevel STREAM BANK• T fissions. The OwnerlDeveloperhereby certi6ceamt agrees sewer system within the present and future ceaporate limits and Urban ~ ;
UJiLL BE RE-GRADED ANO OR CATCH BASINS INSTALLED TO CORRECT THE totalcesuchaGionasmaybero /r ~ Morrisville and Town of Cary U e such aGion as may be required by the Town of Service Area limits of the Town of Morrisroilk was transferred to the Town SPOT ELEVAl1ON X ~ OD.QO jj sviile and Town of Cary to correct arty errors, omissions or of Cary as per the merger agreemem between ffiese two Towns. Alt water
N DRAINAGE PROBLEM. non~comptiance with Town of T r Ordinances, Standards, Specifics omptiance with Town of Morrisville and Town of Cary and sanitary sewer system design and constum6on shalt be in accordance EXISTING CON T©UR ~ ances,Standards, Specifications, and Detailsandlor with the Town ofCary,Standard, Specifications,andTheStandard PROPOSED CONTOUR ntn-¦t~
~ 4. MAINTAIN 2% SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK re-executionofthisconsuucdot :cation of this construction plat with the appropriate Consturction Detail Drawings ;tionsand/oreevisions. LIMITS OF DISTURBANCE W
N PRIOR TO TRANSITIONING TO STEEPER GRADES. ectionsand/or revisions. V'1 Gt Approved by the Town of Cary
W r 5. ODE SL(~'ES OF 2.5w;1V USED ADJACENT TO WETLANDS AND STREAM BUFFERS
o 6. R FER T PANS FOR STA I I AlION MEA RES owner E O E&5C L B L Z SU Owner ~~Dare ~ 2~Qfl CURB & GUTTER ~ E"gtncerhrg Date STORM PIPE l•'°7'"""i1r7
ZONE iBUFFER -p F-
} I PACT (3564 SF). U 7. !F PIPIk OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY OFF ADEQUATE BALLAST TO PREVENT FLOTATION. CATCH BASIN ~ O 0
EW , LEVEL SPREADER ~ O fn 0 4
8. PLACEMENT OF ANY FiLL MATERIAL MUST BE CONDUCTED UNDER THE Engineerllaspector Disctair OBSERVATION OF A 4UAUFIED LICENSED GEOTEGHNICAL ENGINEER AND THAT ThtE Town of Morrisville U Z erllaspector l?isclt»mer ~ tt3 W Engineering & Planning Fees Paid GUIDE RAIL 0 ~ ~ ~ Y 0
The resence of the Town of Morri 4 ~ TOWN IS PROVIDED WITH A FINAL GRApING REPORT, INCLUDING THE P 3 ;nce of the Town of Morrisville orTown ofCary ~ ~
327 CORRESPONDING COMPAC110N TEST RESULTS, CERTIFYING THE TYPE OF FILL Enginaerorlnspectorattheworksi MATERIAL AND ITS CORRESPONDING PROPER PLACEMENT, INCLUDES THE PUBLIC ttreowncr'sresponsibi6ty£orconfi q or Inspector at the work site shall in no way lessen lrifrastnmutre Yes No Cammcnts RETAINING WALL ~ 0 ~ (O ?f Q :r's responsibility for conformity with the plans and Fees FENCING ~ v-~c-rye'-gin ~ Z ~ f3 U
~ specifications. Should the Enginee ~ _2A ~ ' AND F RIVATE RIGHTS-OF-WAY during, or after constmction fait to :ions. Should the Engineerarlnspectorpriorto, ~ ~ ~ _ r aRer constntetion fail to identify or reject materials ` ~ ~ Q „`!j t-
ar work that does not conform with STA 1 +00 q ~ hat does not conform with the plans and Town of MorrisviNe r ~ U _ dr lions, whether from~ckafdiscoveryorforany ReieasedforConstrueNaa WETLAND/BUFFER IMPACT to ~ 0
- Z ~ NE 2 BU ~ ~ ~2 9. ALL STORM DRAIN PIPES IN OR AROUND A STORMWATER POND SHALL BE specifications, whether from taclr a i OU 319.00 ° PAT 147 LF CLASS fl{ RCP WITH 0-RING JOINTS. PIPES SHALL. BE WATER TIGHT AND COMPLY othernason,itshaltinnowaypreti ;on, it shall in noway prevent laterrejection and a Q ~ ~
PAT (2 43 SF) ~ WITH ASTM STANDARDS. correction of the unsatisfactory mat discovered. This is also tma if the v t of the unsatisfactory materials ar work when ~ (Y d. This is also true if the work has been accepted ~ ~ ~ Q
' and is currently being maintained b ' ~e 10. APPROVAL OF A CONDITIONAL LETTER OF MAP REVISION {CLOMR) REQUIRED PRI~2 or Town ofCay. TheOumershallt entkybeingmaintainedbytheTownofMorrisville (signature required) WETLAND TO BE PROTECTED U ~ of Cay. The Owner shall be respmrsibk foe ~ ~ ~ Z
LF 5. O4 " HD E ' TO IN>TALLAIION OF TWIN BOX CULVERT. comctionofaltworkthatdeesnot~ r of all work that does not canforrn to the plans and NEUSE RIVER BUFFER V
specifications. ` 11. FILL SLOPE GUARD RAIL WARRANT ON SLOPES 2:1 OR STEEPER AT A FILL HEIGHT IarIS. Date ~ ~t
°.a 5 q. OF 7' OR GREATER. AT END OF WARRANT POINTS, EXTEND GUARD RAIL 75' IN RIGHT-OF-WAY 0. ,;1rt
' , . . APPROACH AND DEPARTURE DIREC110NS. _ EASEMENT -
< Reveiw Disdain q ' a c ~ , . Reveiw Disclaimer Z Construction Requirements
6 F 9 q ! Should the Town of Morrisville or T Town of Morrisville or Town of Cary fail to identify,
+r- ~ .66 _,r...,---' ' that the owner/Developer has not adt q 15 RC I / 0 < T b either Town, or that the Plans arrd vner/Developerhas not addressed the comments m~e All public and private work including but not limited m ry 'own, or that the Plans and Specification are not in watermains, water services, sanitary sewers, sanitary sewer LL
Y \ < CB-l A compliance with respective town Ord a whh respective town Ordinances, Sandards, services, storm sewers, dminaga systems, roads, sidewallts,
STA.„ 25+89` 1. SLtIPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED IF STABILIZED WITH Speei~cations,andDetailwhetherfn VEf,ETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE ons, and Detail whether from lack of discovery or for parting lots, site grading and ~ndscaping shall be canstmaed in W eason h shalt in no way relieve the Owner/Developer o£ accordance with the Town of Morrisville and the Town o£ Cary ~ ~ ry l.{~
---RIM EL=326;8'2 any other reason it shalt in no way rel _ GRI~SS RED FESCUE OR OTHER VARIETY WITH SIMILAR CHARACTERISTICS. theirobligationthereof,norobligate INV ~^322.62- the Town of Cary to correct such ene Ilion thereof nor obligate the Town of Momsville ox Ordinances, Stardards, Specification, and Details that era rf Cary to correct such eras or omissions. Execution applicable. No deviations from the OwnertDevelope>'s Submitted Q
~ < . / SUt,N SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. of this construction plat by the Revel sttuction plat by the Reveiw Engineer or Planner for plans will be allowed unless written approval from the Town of Morrisville is received, along with permission from the Town of ~ ~ ~
~ ~ ~ ~ either Town in no way limits the real r ~ ON 2 F 2. SLCIP£S THAT ARE STEEPER THAN 3H:1V MAY BE ALLOWED UNDER SPECIFIC Engineer ofReeordwithregardtocc < / n in no way limits the responsibility of the Owner and Cary for water and saritay sews deviations.. Al] Public and N Cf' f Record with regard to compliance with alt Federal, Private Easements shall be recorded prig m final acceptance by Q ~ ~ ~
/ MPACT ( 5 5F.) CIRCUMSTANCES AND APPROVED BY THE ENGINEER, IF STABILIZED WITH State, andlocatstandards,reputations ocat standards, regulations atd/or conditions, the Town. ~ Q p
/ ~ PEF?MANENT SLOPE RETENTION DEVICES OR A SUITABLE C~BINAi10N OF r ~ ` ~ ~ PLANTINGS AND RETEN77ON DEVI(~S.
1 < /C • / l C. r . 6EFORE YOU DIG Z Q ~ ~
~ / ~ S oo ~ B
o0 0 0 ~ ~ o A T F. r,. ~T~P W Z o 4 q o CALL ~;aoo ~z-a~s r~~ (J ~
0 0 ~ a~~e ca~~ c~~r~R ~ ~ U)
< 0 ~ 000 / / r ~ !r.? ~ Nr ! got' ~ F..
J ~ U W
o ) 0 0 0 f / ~ / / / / o0 0 / / _ ~
'r~ o o 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.50%. r . 0 0 0 6 LF / 2. liiE MINIMUM SLOPE ON ROADS IS 0.70%,
< ~ 2 7691; ~ a a d
0 L t5 CP o 0 0 f ~ o / 3. THE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.4~. Dmto e~ ELB W
0 4400 0 / 0 o a c ~ 4, THE MINIMUM DRAINAGE SLOP ON PARKING LOT IS 1. GROUNDWATER NOTE ~w~ BY'~"E~s ~
A 4+ 6. 5 oaooo or / E THE 0 / / 1NE P OF tNVtNYA1ER SHt~I.D 8E CMD }
~ / RIM L= 29.2 IN OUT c ~ / 5, THE MINIMUM CROSS-SLOPE ON ROADS IS 2.0% o INV =3 OA B- A 3 2.00 t~r"o o ~ AN1N'~AIED ON tFtIS ICI CQNIRACTt~R'S ~ StIMl CHE(i BY: N ate ~ its. oA~ 12-22-06
( ) t ,,,r M I AM K/r / s r'~ Y' A 24+ 3.29 INV UT=313.Od' /
iM EL- 30.00 t o a ~ / / GRAPHIC SCALE P>cT~ 015476039
s ,INV IN= 99. / / 1 0 ° ~ , i o ~ r / ~ /.EXi f2) 3.~x2.4M G
L +0 0 !o MI so "0 I LL
0
Z
CROSSING ENLARGEMENT STREAM
SCALE: 1" = 20' s inch - 40 ft Cml 1,04 0
THIS DOCUMENT. TOGET14M VA-04 THE CONCEPTS MD DESIGNS PRESENTED HWN, KS AN INSTRUMENT OF SERACE, IS IN ONLY FOR THE SPECIFIC PURPOSE AND WENT FOR WH" IT WAS PREPARED. REUSE OF AND, WR ANCE ON THORIZAn ADAPTA-noN IT IQML E-Y-H- OF BY KIMLEY-HORN MD MWATM INC. SHALL K OU U Tfl LEY-M ASSOCIATES, INC.

LOT NUM. DURHAM CTY PIN ~
t 0747-03-40-6845
14 0747-04-50-3843 15 0747-04-70-7699 Kimley'HOC11
EXTENDED DETENTION WETLAND-A aid Associates, Inc
try DESIGN SU1I~MARY
~ ~
/ / / DRAINAGE AREA 42.35 ACRES ® ~
r. ~ / / IMPERVIaUS AREA 36.47 ACRES / PERCENT IMPERWIOU5 86.1%
l 1 /rte \ \ \ ( I I / / ' r / PERMANENT POOL DEPTH 3 FEET 1,,,.. / ,11111111111/
~ '`f I \ \ \ ~ l l o ~ _ , , I ~ \ T / M FBI U / SIDE SUES OF WETLAND 3:1 w~1iQ~~~/i~4
~ ~ f I ~ (L3 ) r` ~ ~ / / MIN. REQUIRED SURFACE AREA 66,227 SF (AT PERMANENT POOL) ;r
~ / / / 1 fir, ~ `moo. / / i / / s' ° / / PROVIDED SURFACE AREA 72,519 SF (AT PERMANENT POOL)
/ / i ~ ~ ( / ~ / , . I / / / / / ~ / / / / t / / / / / / / / ~ \ 1 / / / / 1 l r'' ~ f' ~ , / / TOP OF BERM ELEVATION 360.00 FEET = SFAI /
~ / / ` ~ / l I l - / / ~ ~ \ i l l / / I r r ~ ,r'' ~ / TEMPORARY POOL ELEVATION 355.68 FEET ~
' / / / PERMANENT POOL ELEVATION 354.00 FEET
/ / risv~ v,., ~ I / / 1 ~ ! / r .eROPOSEO.~ ~.BROPOSEQ.~RAt~IS LINE r / 2-YEAR WATER SURFACE ELEV. 357,63 FEET ~~~ij ri ~ '~~yo~~~,
/ / / 1 I i l EASE#ENT RI ~ 1 "''-i J 1 i 1 / / / 1 ~ / SRO S"EI ' EASE#t:NT R,~LOEA'lION 10-YEAR WATER SURFACE ELEV. 358,78 FEET ~~~/NI11111111~~~'1~~~ ~RO~SS"ENER~CY.-'' r ~ 100-YEAR WATER SURFACE ELEV. 359.63 FEET
~ s / I / / / / l
~ l if-_-_ ~J ~ 'r GRADING AND DRAINAGE NOTES: FINAL SET
. .=t ~T'~ I ° /
r' ~ , y, k~,:. ~ J`' / - - _ + - SOT 15 / ! 1 / / / ~ / I ~ r,... ° r r,~ 1. REFER TO STORM WATER IMPACT ANALYSIS FOR CATCHMENT AREAS / / ' " ~ r FOR CONSTRUCTION
• ,.r • 1 ORMWATER / / i Gbyle QE ~C ( / ! ~ m ~ ~ 1" X3.25 ~ A E T / ! / / ! / , / / ...-V-~ ~ r r 2. A MAINTENANCE AGREEMENT, MAINTENANCE MANUAL, ESCROW ACCOUNT, AND
° ~ " . ? • • aG MAINTENANCE 'E"ASEMENT " I f ~ / ~ ' /I r., rr NITROGEN PLAN SHALL BE RECORDED PRIOR TO CONSTRUC110N.
)T4'C Ii4p~T1~1 ~ ~ 3. EXTENDED DETEN11oN WETLAND WILL MEET WATER QUALITY REQUIREMENTS FOR 1~ /1 ¢ 85~ TSS REMOVAL AND NITROGEN REDUCTION..
FAR/T F~&~C p(.Afd~..
/ r.- ~ l / / / ~ l / / ~ ~JIE_~iS~ ~§Uf~~E& - - - ' 4. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT REMOVED FROM EXTENDED
~ . ~ / r 1 / / / / :~a ~ / ~ ~ / / / ~ l 1 / RETAIhM~IG'7VALL ° / ~ j / , ~r. TOP / / / / ! ! 0~1 Ti t,Z~fdE 2k ~50~-f50 ~~H SIDE _ WETLAND-A AT AN OFFSITE LOCATION.
/ / / {DES~GN• ~Y OTttEBS}-. ~ / I r NIGH M \ f l / 1 ( +Ti~P~ 0~ ~AN~ `T ~ ,,._G~ 5. SIDE SLOPES OF 2.5H:1V AND 2H:1V USED ADJA(~NT TO WETLANDS, BUFFERS,
/ / / / ~1 { ~ Low~ MARSH ~ ELEV,=sso.4o/ / ! l I I ~ I ' ' I 1 f ~ ( .w~" AND AT STREAM CROSSINGS TO MINIMIZE IMPACTS.
/ / / r G~''r r,. ~ ~ ° ~ , SEEP / ~r MARSN ! / r 1 ( t / / r 1 ~ ~ ~ ~ # ~ ~ ~ 6. DRAINAGE EASEMENT WILL BE PROVIDED AROl1ND THE EXTENDED DETENTION
/ r ~ J ~ 1 1 ~ I I ! f~ / WETLAND AT THE TOP ~ BERM ELEVATION.
/ / r ~ / 1 ~ / / l / ~ ~ / ~ / f ~ ld~~ ///I r` r , ~ / / 7. ACCESS TO EASEMENT MUST BE AT LEAST 20 WIDE WITH A 10 WIDE TRAVEL
i / / / / SURFACE. MAXIMUM CENTERLINE GRADE AND CROSS-SLOPE OF TRAVEL SURFACE
° ¢ : ~ • ' ~ I ~ / / I ReFER TO CAP LA FOR J~~j` ~ l ~ 1 .r ~ a / ~ ~ / / ~ . w• / / ~p~/ / SHALL BE 20% AND 1O% RESPECTIVELY.
/ ~ ~ ~ ~/i/' ' ~ WHERE "STANDING WATER" IS DISCOVERED BY 7HE TOWN INSPECTOR THE AREA 3 ~ 3 3
/ l as ~ ~ / ~ / ~ / / y. F~ = i• ~ . / ~ / MARSH / ~ ~ WILL BE RE-GRADED AND/OR CATCH BASINS INSTALLED TO CORRECT THE w ~ w w ~ / / j ~ ~ ~ DRAINAGE PROBLEM. S 5 5 w
l ~ { / ' t / / sty , r
1 1 ,r • •y + ~ gym.;' ~ tr i ~ 9. MAINTAIN 2~ SLOPE UP FROM TOP OF CURB TO MINIMUM 3' BEYOND SIDEWALK z z z ¢ ~
/ ~ .y J i ~ PRIOR TO TRANSITIONING TO STEEPER GRADES. ~ ~ ~ ~ g ~ ~ 4 CL fi t1
/ ~ ~f ~ I ~ I 10. IF PIPE OR STRUCTURES LOCATED IN GROUND WATER CONTRACTOR TO VERIFY ~ ~ v °z ~ w
/ / / / ° % HRH / ~ / ~ R / r, \ G 'w ~ / ~ i / f.. ' f .1,~ ~ ~ / -MARSH ~ j , ADEQUATE BALLAST TO PREVENT FLOTATION. to ~ ~i a ~ /7/~ rr
/ / ~ i ° rya ° \ / ~ T~~~~ ~1~! ~ ~M~I~I~ / / / / 'a~. ° _ t ~ ./9 . ~ ~ ~ 353 / / L
/ / f : / X OUTLET RISER , / / / r/' / ~ ~ ~ • / ~ l 1 SEE SHEET C11.07 / / ~i CUTIFILL DESIGN CRITERIA ~ a n ~
/ ( / / 1, SLOPES BETWEEN 3H:1V AND 4H:1V MAY BE ALLOWED IF STABILIZED 'r~TH ° ~ ~ ~
VEGETATION THAT REQUIRES MINIMAL MAINTENANCE SUCH AS WEEPING LOVE N ! / J GRASS, RED FESCUE ~ OTIiER VARIETY WITH SIMILAR CHARACTERISTICS.
~ > / / / / ~ l 1 / / / / l / ( / / ~ ~ / v ~ ~ ~ / /t~U R ~ ~ J l .I~• / /1~/l ~ SUCH SLOPES SHALL NOT BE STABILIZED WITH TURF GRASS. z i
/ ~ r / / / ~ Y ~ / ~ P 04 / ~ / l l / / 6~ • o ~ ~I / J ,~j ,.,.J Jl ~ /l ~ 2, SLOPES THAT ARE STEEPER THAN 3H:1V MAY BE AU.OWED UNDER SPECIFIC
/ / ( / / ~ ~ POOL EI;E 3,,~. .i ~ ? / /s" / / / Obi fl ,13A~J / / / ~ / / CIRCUMSTANCES AND APPROVED BY THE ENGINEER, lF STABILIZED WITH
f" l / /r~/~ PERMANENT SLOPE RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. ~ X
I ~ 'r / ~ MARSH r / / / / / 1 ~ / / ~ ~ f /~/!f / / J~ W p
f / ~ r
I ~ / 3 / / r / / / / / i
~ ; i ~ ' ~ ` 1 i SLOPE DESIGN CRITERIA ~ W"n ~ / ~~Q~
ra ~ / ~ r / / / /r r / / ? L ~ ~ ~ 1. THE MINIMUM SLOPE ON DRAINAGE SWALES IS 0.50. ~ ~ N ~ M
1 I 1 6'`; / ~ / ~ O~QN 2. THE MINIMUM SLOPE ON ROADS !S 0.70.
( I I i 1 ` A .~I , , .1' ° / / ~ V IN~34 .O4` / / / / / J / / ~ 3. TIdE MINIMUM DRAINAGE SLOPE BETWEEN BUILDINGS IS 2.0% ~ w Q
SPREADER- / 4. THE MINIMUM. DRAINAGE SLOPE ON THE PARKING LOT IS 1.0~. 0 a
I ~ ~ t ~ ~ / ~ ~ / / / l ! / / / SEE ~EEfT-11.07 / / I ~ t i / r- d" / / / / / / ~IEET='11.07 . a~
/ 1 ~ ' I ~i'`~ 4 I I r ~ - f, r / / / ~ 1 f ( ~ FO DETAIL} / DETAIL} / 5. THE MINIMUM CROSS-SCORE ON ROADS !S 2.0~ ~ N Z ~ ~ ~ ~ z
/ / FFER
R ER 0 ~A ~I~I~B a I • ~ ~ r / / / / / 1 ~ PLA'NS ~`0 ~IP{}a °I .J:, / ~ ~ / r / I I ~
m /r' fn
EA - . , / \ ATE ~ ( / ° • / • , ° , / .zURE MAlAI'I~PI , /~I'0 / / / / r / / /
/ / ~ ~ L.. ccE FOR ~ / ( i / • -FRO~RE EN H'iN 5 / 11
t l l i /
/ !S, \
~ i I~~ / / / / ~r ~ ° / / / / IMPACT (t 6 ~ / / / ~
/ / 1 'y: q` / / / i v ~
/ / 1 ~F ~ ~ / ~/1 ~ \ ~ VSO 4z ""rp U~
1 ~ i ,i / / / f / MANVTEI~ NCE / / / / ~ ,~10 WOZ
• \ ~ ~ / ~ r ~ 1
,mss ~ \ ~ / AI v f l ~ ~ ~ • \ 1 ~ o~ ~~d U / f , ~J~
• / A / / SPREA R ~ ~ / ,f / s 1 ° / / / / SEE / ~Y.i~O~RESS.Et~ / /
> r° ,1 i ~ FORD AIL r r ~ r LL '
,m..-'~' . ~ ' . %.em t "mot f / / t- - / 'T / ~ =a
- ~ ~ J ~
/ ~ .r ~ ti- ~ r ~ ~ / / / . `.-C'" ' / .r J / .y ~ ~ ~ ~ \ _ _
. • ,i
, / t~ / / / ~ ~

/ ~ ~ ~ / ~ / 1. ~
LEGI~ND \ ~ ~ Z
/ ? ~ SPOT ELEVATION X 100.00 ~
~ \ ~ ~ ~ EXISTING CONTOUR (L
~ PROPOSED CONTOUR
LIMITS OF DISTURBANCE
WETLAND A.
5CALE: 1 "=40' CURB & GUTTER ~ d.
i STORM PIPE ~-Z'~;~ t~ O O
CATCH BASIN ~ ~ O
BEFORE YOU D1G ~ ~ LEVEL SPREADER a
GUIDE RAIL S T O~ Z O GA1.1.1890 632-A949 i~~ c p
RETAINING WALL o~E-~i{u cCNTt:R ~ Z
Owner Certifieatloo Morrisville Pro'ect Town of Morrisville Revoiw Disclaimer FENCING ms~,_E ~nht ~ ' J ~ Construction Requirements U
Town of C Utili A val Eagineerllnspector Disdaimer ~ 8 g Con pig En ineerin & Piannia Fees Paid The Owner/Developez herfry cerdfiesthat; all Town comments The presence of the Town of Morrisville or Town of Cary Should the Town of Morrisvtile or Town of Cary fart to rdenufy, AU
Yes No Comtt>ents that the OwnerlDeveloper has not addressed the comments made p ~ have been incorporated into the Drawings and Specificatons, the Water And Sanitary Sewer System. Engineer or Inspector atthe work site shall in mi way ~sseat Infrastrueutre by either Tuwn, or that the Plans and Specification are not in wale m~ AU public and private work inc]uding but not limited i4 WETLAND/BUFFER IMPACT W W in watennains, water services, sanitary see°ers, sanitary sewer ~ '~'~~yytt ~
Drawings aze in compliance with all Federal, State, Local On April 3, 20D6 the owttetshiq construction, operation, maintenance, the Owner's responsibility for conformity with the putts arul Pees ~ servit compliance with respective town Ordinances, Standards, Standattls,arrdTownofMorrisvilleandTownofCary. managmertt,andfinancingoftheTownofMorrisville'swa~esandsanitary specifications. Should theEngineerorfnspectorpriorto, services, sWrrn sewers, dmmage systems, roads, sidewalks, ~ O or fbr parking lots, site grading and landscaping shall be constmeted in.
Ordinances and Standards, specifications, and Details and the sewer system within the present and fttture corporate limits and Urban during, or after construction fail to identify or reject materials Specif~ations, and Detail whether from lack of discovery or for xca Owner has checked tho plans to confirm that dtere are no errors Service Area limits of the Town of Morrisville was transferred to the Town oz work that does not conform with the plans and TOWS of iKOrrlgvi'ile any other reason it shall in no way relieve the Owner/Developer of Ordrr ,toper of accordance with the Town of Morrisville and the Town of Cary WETLAND TO BE PROTECTED ~ ~ ~rrD~
or omissions. The Owner/Developer hereby certifies and agrees of Cary as per the merger agreement between these two Towns. Ali water s ecificadons, whether from leek of discovery a for a Relea~d for CQnstClleti0n their obligation thereof, nor obligate the Town of Morisvilk or a lu p the Town of Cary to correct such errors or omissions. Execution PP to take such actiott as may be required by the Town of and sanitary sewer system design and constuction shatl be in accordance odrer reason, it shall in no way prevent later rejection and lens ilk or Ordinances, Sfaruiaras, Speoifica6on, and petails that are ~ESIQ ~ ELB W cution applicable. No deviations from the OwnerlDevelopor's Submitted
Morisville and Tawn of Cary to correct say errors, omissions or with the Town of Cary, Standard, Specifications, sad the Standard correction of the unsafisfactay materials or work what of this construction plat by the Reveiw Engirreeror Planner for Morr rfor planswillbeatloweduniesswrittenappmvalfromtheTownof NEUSE RIVER BUFFER ~ GR4l1NDWATEI~ NOTE o~Aa~ e~ Egg ~ ~ and Morrisville ss received, along with pamdssion from the Town of ~ ~ ~ D~,~
non-co lianee with Town of Morrisville and Town of C Consbrrction Detail Drawin either Town in no way limits the responsibility of the Owner and mp my Bs discovered. This is also tine if the wank has been accepted Ca (Signature required) Engirmer oFRacord with regard to cmmphanee with all Federal, ry Ordinances, Standards, Specifications, and Detests atxUor and is ctttrerttly being maintained by the Town of Morrisville State, and local stamlards, re ulations and/or conditions. Priva feral, Cary for water and sanitary sewer deviations.. All public and RIGHT-OF-WAY - - - - ~ ~E~ ev CMD private Easements shall be recordedprior to final axeptance by EASEMENT ' - - ~A~ ~ ~T ~ ~ rr~~r~ n~+
re-execution of this construction plat whh the appropriate Approved by the Tewn of Cary or Town of Cay. The Owner shall ix responsible for g the T ~ corzections ndlorrevisions. ~6 earection of all work that does not conforn to the plans and the Town. ~ ~A~ F~ ~AT!« ~ ~'G2-06
~ ) specifications.
Ergineeriug Date ~at4 a~.. ~ ~~o GRAPHIC SCALE 015476039
~ rr~„>~ Hera
+o a m /0 so ito
Ali 0
z
tDi FEET ) ¦
i inch . 40 tL Cl l06 0
S DOCUMENT, TOGETHER MATH THE CONCEPTS AND DESIGNS PRESENTED AM. AS XNR INSTRUMENT IS INIENDED FOR- ` SPECIF1I1PR D M ZATIOW D ADAPTATION KI AND TES, INC. SMALL TH 70-MORN AND A qA Ima
- - - -

_ _ _ _ _
C] 1~,r VARIABLE O . ~ 8" ASPH. CO(rK'r. INTERMEDIATE CDUR$E RESURFACING Z v m ,.r N v b OR MATERIAL G O tl~ o~ LOT NUM, DURHAM CTY PiN ~
N~ " 40d SPIKE " } (-1 M G~ ¢ Yg RADIUS D,02 SLOPE 9 ~Q 8° ASPH, CONC. BASE COURSE hd ~ d 1 0747-03-40-6845
77~ Z y M Qh ~N ~ N C O O w~ N Za O O ~GC~I ~Mp~ N AN ~ M O r- O m ~ O ;'.a; i ;a;!. p,;elr. o>:n'r. o>:n'' ;.a.¢ ;:a°s'>t:S 2" RADIUS <:z'~.. Lt J d F•I ~ r O m -i ~ EXISTING EXISTING U..J ~ Fa ; ~ t4 0747-04-50-3843
d rm-rZ-ix? A;~,a,'0, ' paxpx HZ..4xy oo°"x N ooN=~ 15 0147-04-70-7fi99 Kimley-Hflrn
,S~07D0^I WQ~`~•x =O~Om ,'x r u r n , n Z Q W~ {L• 2•„~ym hG7aO~ry -nzD i •0 2.0 X 2.0 1 -0 I-V~pj Q~~°~ and Assac~at~s, Inc
O H O JOINT SEALER BASE COURSE 1 RADIUS VAR • FQ- x r' Z M x N O O y x O JOINT FILLER W Z 'tl 'ti FQ"=hZ Z H "O r'n SIJRfACE COURSE Oq F„ O ~ w r y p.. O tF13 ~ LL Q dJ ~a~U11~OTiE PARK ORfYE
!m n0~~ SHOWING EXPANSION JOINT Fr CQ~ O=~H a~N- . x-I 5 MONOLITHIC CONCRETE ISLAND SURFACE MOUNTED M~ -t~ O Mi
~ D ~D 1/g Z D Z -t ON ASPHALT CONCRETE PAVEMENT ~ W .c h N 2 ~ N ~ t2iAAt+OTiE, N6R1N CAROINi/l 26'117
~ v a Y$" RADIUS (USE ON ISLAND 4' WIDE OR GREATER) , wq OtD r , wq O n~. o F ~ ra ~ ®3971
1 Z ~ VARIABLE Q Z D q
9" . 0.02 SLOPE ~ _
seE TYPICAL secriDNS a ,~11111111ir1J!/J~~
!A JOINT SEALER FOR PAVEMENT DEPTH. . PAVEMENT REPAIRS ON ROADS TO BE RESURFACED KEY IN ON rHE D X W LAST LAYER OF , 12rr 1r 4n 7r 4x 4a - .PIPE IS PLACED UNDER EXISTING PAVEMENT
SHOWING GROOV D JOINT PAVEMENT SURFACE ~ „
m COURSE SURFACE COURSE 2 RADIUS pC m 15" 1,-7a 7,•7,r 1 "RADIUS Z ~ Z PARTIAL LONGITUDINAL SECTIONS BRSEXISTING PAVEMENT~R~ ~ LL +n u r n r n IQL ac ~ o w ~ "
r n 0 r 18 1 -10 7 •iD ~ N n M OF PAVED ISLANDS 5 MONOLITHIC CONCRETE ISLAND (,KEYED INl
N ~ Q ~ rn 24" 2'-6" Br.sn ~ 4 ON ASPHALT CONCRETE PAVEMENT ~ x ~ x NOTE: USE ON ISLAND LESS rHAN 4' WIDE) 3 ~ m 3Od1 Sr-1" 9' 1° 2"- 3" ASPH. CONC. SURF. COARSE ~ M h z ~ ~ y o H ~ r ,~,9 • ~
~ q WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE ( ~ Q ~ -Ni n t rr r n ,r ~ ~ K ~ -i VARIABLE q J rn $ 36 $ -8 9 -8 5 ASPN. CONC. INTERMEDIATE COURSE q 0. M
fl1 ~ COURSE, DRIVE 40d SPIKES IN70 SURFACE UNDER MQNOLITHIC x 8" IONG DIA, DEFORM „ H -gyp 111 Z n r x r u OR W ~ ~ W ~ i~JJ Jrr J1+?1111i~7 a~
v , Y BARS ON 24" C STAGGERED 9 q M D ~ D 42 4 -5 10 •5 6" ASPH. CONC, BABE COURSE q ~ W RI ~ CONCRETE ISLAND. STAGGER SPIKES ~ 2 CENTERS EACH WA _ _ _ _ _ _ _ _ 0.02 SLOPE ~ Q W m z 48" 5'-0" 11r-On Q F"' Q a N a '
F„i q O ~ v EXISTING EXISTING q z~ ~ v IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND _ o.: a;; o. '.d, o. '.o, a:, > a:: •d, o.: .a ' a Q {V H fl1 v . _ _ _ _ _ - - Q ~ _ ~ FINAL SET
(MONOLITWIC) PLACE Y2 EXPANSION JOINTS AT 30 INTERVALS ~ N X ~ ~ ~ W d
D V ~ 1 0 2 0 X 2-0 t 0 NWT z AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN t~$ RADIUS 2 RADIUS Z ~ M ~ N
0 Z EXPANSION JOINTS. 5" MONOLITHIC CONCRETE ISLAND vxj O ~ ~ z ~ a x N ~ SURFACE MOUNTED ON CONCRETE PAVEMENT ~ v m ~ ~ ~ d' 04. ~ FOR CONSTRUCTION
~ LINE UP THE JOINTS IN THE CONCRETE PAVEMENT ISLAND ~ AR E O O d 'U ~ i ) u IABL Z x ~ J ~ Z'
0 ~ WITH THE JOINTS IN THE CURB QR CURB AND GUTTER. JOINt SEALER W W
FILL AND SEAL THE TOP " OF THE EXPANSION JOINTS AND .JOINT FILLER
~ CURB AND CUTTER 4 CONC. COVER D THE ENTIRE DEPTH OF GROOVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0,02 SLOPE PLANS.
OR CURB AND GUTTER SEE SURFACING •oP ~'a°tl o,"..o P ° .o~o~ o~,.~.o.o'a PAVEMENT R PAIR ON ROADS NOT TO BE RE RFA D FOR JOINTS IN THE CURB AN01 o. a ,d., ~ , o o, n ' o o... .o,a::, E S SU CE o"~.o ovp:a o.p " 4 BASE COURSE ;'qd•:o o"~'o o•G,.o
STANDARD N0. 848.01 SHEET 1 OF 1 I~Er 1 of 1 (PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT) $HEEr 1 OF MEET 1 of 1 PAVED CONCRETE ISLAND GNy~E~EC~T 1 OF 1
852.01 852.01 654.01 654.0' V~74 ~ 01
O Z O H D GENERAL FATES: Z m 04 EXPANSION JOINTS
v ~ 0 ~ m'v BACK OF CIAiB SEE STf1.ND. 340.05 U8E q.AS8 "B" CONCRETE TlNIWGHWT. ~ rn ~ NOTES: i' Q G ~ X " PROVIDE ALL CATCH BASINS OVER 5'•8" IN DEPTH WZTH STEPS 12" M" q
~ M Z Z ~ x ~ N' OZ 4~ ON CENTER. U8E STEPS WHICH CCYPLY WITH STD. ORM4ING 840.88. ~ ia,- ~ , Za ~~O~ gu E 4>'-6" 4'•S" Zh'S
'b N O ~ Wi FT) D B" * THIS PRECAST ENDWALL MAY BE USED Ft#I THE FOLLOWING F•, d" @3 V ~ r•i ~ TOP ELEVA ON OPTIONAL CONSTRUCTION -MONOLITHIC POtNI 2" KEVYNV, OR Y4 BAP DOYELS AT f., O L r0~-iN STANDAR08: 838.21, 896.27, 838,33. AND 838,98. LLJpt-+ O o', ;,•a, ,,P• ;,•o',:;P o 12 CENTERS AS DIRECTED BY THE ENWiNEEA, U„ JOM a z m -4 y Y jj a~ tLJ~MU ~ n u ~ ~ ~„{Q: C~ OO~'2z H~..{~D #4 BAAS nVn B G STD. 840.D3 FRAME ~~2=Z W
M Z -I ~ Y * INSTALL PRECAST ENDNIAI.LS WITH WINGS AND PAY O a N = r"a Z "I = ~ A L - USE FOAM, FOR THE CONSTRIkTI0t1 ~ THE ~ttOY SLAB. O ~ W x 0 0 ~ (7 m FOR IN ACCORDANCE WITH SPECIFICATION SECTION 888. W Q~ U. S = „Ot,t p ~ m ° m - ' - o; IF REINFORCED CONCRETE PIPE IS SET TN BOTTOM SLAB OF 80X, Am TO ~ W Q ~ D. _ wQ~u.= S~~Dm 3u 11"1" ~ 11a1n GAATE & HDQD W~Z~~
= n A * h+J O 2 ~ q~. ti As 31R%Mtt ~ am. ta. aao.ae. v ~ p ~ 1 0° 1` 0" USE 4000 PSI CONCRETE. ,Q ~ N ~ O B n n u n O * O " s USE TYPE E F MID "O" GRATES UNLESS OTHERWISE IfnICATED. Q h F „D T x OO PROVIDE ALL REINFORCING STEEL WHZCtI MEETS A$TM A615 h- x Z W Z ~ ~ -{1 _ 8" •.0 8 I^ _ Z u a C7 ~ ! I i ~ CS' ~ FS1-Zw ~MNC1aQit M~~21 j W W W w W
Z t•r O r Fri (YtPDE 80 AND WELDED WIRE FABRIC CDNFOAMING O F' U. O -J ~ O tr-r 6 . G FINi 8,-0" IN HEIGHT OA LESS IME 3" WALLS AND SOTTOY SLA3• OVER ~ E" It O C?=7DZ - TO ASTM At85 WITH 2" MIN. CLEARANCE. CONS 00~ a:: 'n.,' '.•'.o..'?'.' O 8'-0" TO 18'•0" ZN HEIGHT USE 8" WALLS AND 80tt0Y SLAB. AOJt1ST Op0'1Iy (AF-LIOJ y~OM ~ fAi-ly„OJ ~ 5 ~ ~
' ~ ~ * L P N iN ACCOfY1ANCE WITH Z , M ~ r ~ • . P • . . P' . , ° i '9 OUANTITlE8 ACCORDIN3LY. Z , M D p o ( PLACE LIFT HO ES DR I S y „I is ' ' C~lsmUCT WITH PIPE caaMas MATCHING. ~ z M~ ~~'~A R ~ " ;U ~o~¢ ~ w w w w
^'i H2 H2 OSHA 3TAtM)ARD 1828.704. h' p.r -C,y v • o ' ,'o • . P ~ h M C0~ ' ~1prp ( * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY r W q Op ' PLAN X ~ " SEE NOTE CHAMFER ALL EXPOSED CORNEAS 1". , W q d~ N~ ~ ~ - ~ ~ fAN PLAN 2~ Q ~ ~ Q Z O ~ W Z /I~~.. g~ ~ LL_~_..11 ~ 4 CURS Ah81 GUTTER WITH CATCH BASIN ON STEEP GRADES ~ w G1 4 ~ J ~ ~ (n
Z N1 H4 ( Ca1TRACT~1 q z $~"~'I~I x•x DRAWINB NDT TO SCM.E. h q ( * ALL ELEMENTS PRECAST T'0 MEET ASTM C913. - TOP ELEVATION _ G2 a ~ v ~ T~ h ° d d ,y > ikW ~W ~ W
- - - - * NEL~D WIRE FABRIC YAY ~ SUSSTITUTEO FOR REBMi ro m Z `,,i ~ ~ m USE ON fLAT ELEV. EXPANSION JOINT ~ ~ ~ ~ N N Q' GRADES 2~a ANp UMBER
- - - - - - - - 1, 0" AS Lq•Xi AS THE SAYE AREA ~ STEEL IS PROVIDED. T~ E4E1rATT~t - * CHAMFER ALL CORNERS t OR WAVE A RADIUS OF 1 . - - - - - F T STEPS -STD. N0. 840.88 _ ©o o ~ h
;y ~E STD. .840,03 STEPS -STD. N0. a40.86 9,-OnI T ~ „_„n ~ DEPRES~D GUTTER LINE O M n Q ODD EXPANSION JOINT m i--~-==+i
8" O,C,(TYP.) B" REFERCTQ CHANT $ A ~I REFER TO CHART FOR BAR 8TZE 4t 8" o a.; B" TOP ELEVATION - ~ - P P ~ y\ PLAN OF TOP SLAB SECTION S-S ~ ~ N
O FOA BAR SIZE NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS .rl Y m o'' = o ~ ~ m AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION ~ ~ Z _ ~ Z O J :6 ~ - eo O N O ELEVATION SIDE TO INCREASE THI3BAR SIZE AS NEEDED. a Q 0 ~ O ~ A u. Z r ~ h v ~ z ELEVATION a
2 1'11 r ~ ~ ~ .4 6.~, i 8„ ~a ;P~: 6 ~ a~. E~ M 3 J_.._ Cry i/lr? W 1,,,, ~ i.'~. NORMAL CURB AID GUREA ON LIGHT GAABE9 Ldj FZ•i ~ 'P1' M N O ~H z~+ °y z
r N Z r ~ i~ N a':: P' .•o•::P .v . ~o. w' ~ \i W ~~,i Q W ~ = NOlN1AL GUTTEfl LINE ~ Q W
3 W to ~ ':c, n Q 8" _ 5r N N N ENDWALL DIMENSION a ~ ` m~ SECTION Y-Y s" c s o, q a ~ I1. N n n n EXPANSION JOINT n ~ (t x a ~ F~ ~ ~ ~ 6 E #B W OAKS #4 SAR g" TOP 5 ~ m ~ a ~ ~ ~=a
Z FT. MINIMUM MIN.IMAX. MIN.IMAX. MIN.IMAX. NIN.lMAX. MIN.lNAX, E" , Z ~:v: D V ° V ' ~ ~ Z B SPAGES N USE ON GflADES VER a~ ELEV. ° v `
~ Z v PIPE DIA. BAR SIZE Ht(FT.) H2(FT,) D (FT.) W1 W2 q W N C ~ O RZSER HT. ° .°o. p!. q ~ ~ D ~ h VARIEB IL' , ~ Q ~ C n D %a ~ ~ " " I OEPAESSED tN1TFEA LF1~ ~ Q U7 ~ Q
~nx a°C Ax a ~:o. Qy - a 1.0 #S @ 8" 1.25(2.00 2.00/3.75 i.25f1.75 3.00!3.75 5.5015.00 q t~ ~ O v P , •m., ~,-•,a,, P•, q O C V ~ A ~ p EXPANSION JOINT ~I 10 ~i-~ Q U ~ ~ J
N ~ ~ m " Z Z 111 v ~ 1.25 #5 @ 8 1.25/2.00 3.0013.75 1.25!2.00 .8.5015.75 6.5016.75 Q 0 F ~ ~ O en SECTION J"J m b ~ o. ? W ~ m ~ ~ ~ = 70 DOVYEL ELEYATION F 0
~ ~ 1.50 #5 @ S" 1.25l2.OD 3.00/4.25 1.50(2,50 5.5013,75 6.5016.75 h -p = Q":;o h ~ -0 111 .D dj v a M ~ •Po' WtERE 30" TO 38° PIPE IS USED N M N ° ~ SECTION M-M •O ~ ~ 2.0 #5 @ S' 1.5012.50 4,00/4.75 1.75!2.50 4.0014.25 7.5018.25 -G 8EE NOTE ~ ~ ~ ro a, M SECTION R~R NORYAI iXIRB AND INiTTER ON STEEP GRMES ~ N W N o
rR M ~ F m WfEAE 42" TO 64" PIPE IS ILSEO x tv1 ~ Z D 2.5 #5 @ 8" 2.50/3.50 4.0018.00 2.00!5,00 4.50/5.50 10.00!11.50 tYJ N w ~ ~ YNiERE aD° To es".PIPE IS USED ~ V r S h Z r m y yZ'I MINIIDAI DIMEN8ION8 AND WNITITIES FOR CONCRETE CATCH BABIN(B~ED ON MIN. NEI6NT~ N, WITH NO RISEfl) ' H Z T W ~ Q
D !7 3.0 #5 @ 8" 3.00/3.50 5.D016.00 2.75!3.50 5.2515.76 11.50111.75 J Q ~ M vAAiES~~ „ , , • „ . J Z t0 I A ,r 1. 0 f 2 O v N z~ "j= " J C7 ~ DIMENSIONS OF BDX AND PIPE COVER TOTAL CU~.YOS.~~ IN BOX DEDUCTIONS ~ ~ ~ ~ ~ M L'3 ~ N ~ PIPE SPAN WIDTH WIDTH SPAN MIN. RESORT DI~NSION BAA6-U BARS-V BARS-W tOt.., ONE PIPE Q g
e ~ O 0 Q• 3.5 #5 @ 8 3.25/4.50 8.0016.75 3.25!3,50 6.0018.75 2 0 f 3. 5 Z W ~ ~ _ - , _ _ _ _ J o',i Z W ~ D A B C O N E F t~. LENGTH N0. LEHGi'H N0. LENGTH L63. SLAB SLAB ~ MiNRw C: M. R.C. a ~ O = ~ N 12" 3'•0" 2'•2" 2'-9" " 0.235 0.77a 0,015 0.026 W J F` ~
~ ~ 4.0 #5 @ 8 3.50/4.50 8,50(7.00 3.2515,50 6.5018.75 1$.00115.25 OC ,`.off - p.t 11 ~ O , .,,I A P,. ~ PL~N 4.5 #5 @ 8 4.00(5.00 6,50!8.50 3.2514,00 7.0019,25 13.50115.75 LL A ,".t 6. 16" 3'-0" 2'•2" 8'•0" 0.235 O.g29 0.0a3 0.036 W O ~
~ ~ ~ t ~ ~ P, 5.0 #5 @ 8" 4.5015.00 7.00/8.50 3.25/4.00 7.25f9.25 13.75115.75 `t''"`'" '01 o.2s5 D.ea7 D.Da3 a.oas W W d. 2a" a'-D" a'-a" s'•s" 0.235 i.ooi o,o5a o.oa5
P' " " 4.50 5,00 7,50 8,50 3.2514,00 7.2519.25 14.00115.75 s o" `oa 5.5 #5 @ 8 I 30" 3'-0" 2"-2" 3'-4" 4'•3" i`•2" 4'-0" 4 1'-5" 2 3'-9" 3 9'-9° 39 O.ta3 0.324 1,433 0.092 0.147 ~ ~ J W 96" 9'-0" Z'-2" 9'•i0" 4`-9" ~'-8" 4'.p" 4 i'-11" 3 3'•9" 3 9'•9" 43 0.161 0.358 L714 0.132 0,17$ J
# S" 4.5015.00 7.50!8.50 3.2514.00 7.75/9.25 .14.75116.75 WHERE 42" TO 54" PIPE IS U~D e °l s ; ; r ; :..:'t•°,•~P.~:'o'':.b u aP, . v .,to' 6.0 5 @ o. . 42" a'•0" 2'•2" 4'-5" 5 -3 1,-5" 9'•2" 4 1'•8" 2 2'•11" S Z'-11" 32 0.112 0.318 1,738 OJ90 0,243 ~ O QO ; F 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'•0" 3'-2" 4 2'-3" 3 2'-N" 3 2'•91" 35 0.145 0.352 2.D52 0.295 0.317 ~ N Z
NAIL SH~11IN6~NETNOD EET 1 OF 1 SHEET 1 OF 1 HEFT 1 OF 2 F RId~N3't 11i~'t'~6N PLAN PLAN SHEET 1 OF 2 54" 3'-0" 2'•2" S'-7" 6`-8° 2'-7" 9'-2" 4 2'•10" 5 2'-N" a 2'•11" 41 0.180 0.386 2.9$7 0.297 0,401 SHEET 2 OF 2 SHEET 1 OF 2 HEET 2 OF 2 O
838.80 838.80 840.0 - - 840.02 a ~t O • /yn 840 ~ ~2 * RISER HAS .228 CIVIC YARDB OF CONCAETE PER f00T HEIGHT $4p • Q2 ~ ~ VHF VG V ~ ~
v. z p E z
171 tiENERAL NOTEB: 00 pm ON ~ ~ Y t10ATAR JOTNT8 Y2" +1- y8" THICK. h r ~ ~ 8„ A 8„ OPTIONAL MMlHOLE ~ y. ON h- Q
r~-r" Z USE CLASS C~WRE' TE THROIIGIR)UT, Q a r-r' Z E Q Q QQ
~ N p O USE FORMS FOR tXK1STRlICTION OF THE BOTTOM SLAB. ~ ~ ~ U D H Q ~ GENERAL NOTES: Z ~ ~ C A r-1 7D M C7 °n q Y C H C'S r O ~ ~ I USE #4 BAR O~rELS AT t2" CENTERS. tL ..1 O H ~ ~ O ~ -I e" CHAMFER ALL EXPOSm WRNERS 1". ty J O H4 ~ M~~~
M Z "4 ~ D ~ F TOTAL CU. YDS. OF BRICK MASONRY. O O N x r4 Z -4 = D I USE CLASS "B" C~IfXtETE TMROINYtOtIT. O O (r j x. ~ „i x X DEDUCT FOR PIPE(S) ROM Z O ~10.a L CGZ O ~ x ~ COM~ACiED BACK fEl COMPACTED BACK Fltl.
p n m PROVIDE ALL CATCH BASTt~ OVER 3'•B" IN ~PTH WITH STEPS 12" W ~ Q W s S ~ 7* y m X X - OPTIONM. CONSTRUCTION - MONOLITHIC POUR, 2 KEYWAY, OR W Q,Q u. z S ~ Z ~ ON CENTER. USE STEPS Y31ICH tXIIpLY WYTH STD. DRAaRNG 340.68, 4 C) ¢ O C7 2 ~ e D , -R ~ ~ D #4 BAA DLS AT 12" CENTERS As DIRECTED BY THE ENGINEER, Q tJ ~ O IW-U~~ ; 1~1xS' LLI
Z Y ~ O O - _ . _ ~ - _ . _ . _ USE BRICK OA CONGREfE BLOCI( M4ICH COMPLIES WITH 7NE REQUIREMENTS F" x h Z W 2 H ~ ~ ~ - ' ' ~ -'to z ~ o ie 'r ~,4'~ t ' U8E FORMS TO tXNtSTRIkT THE BOTTOM SLAB, h x ~ z W ~ O r _ ~ OF SECTION 840 OF THE STANDARD SPECTFICATION3. N ~ Lf.O J Q H ~ I a ~ 0 1 ~ I ~ LL rh t' W O r- IF REINFORCED CONd1ETE PIPE TS SET IN BASE SLAB OF 80X, ~ t-r ^ F- = h- Z H ~ tV.tTI.K W
n ~ ~ Z ~ IF REINFORCED CONCRETE PIPE TS SET IN BOTTOM SLAB ~ 80X, ADD TO SLAB OO to a ~ ~ ~ D _ _ ~ Syr - " ~ ~ci sr ~ ~ AOD TO BASE AS SfWMM CN STANDARD 340.00, OOH ' ~ y A As slNrvla bN srD. Nb. 34D.oo. Z D ~ I ~ , . ~ Z . ~aOp4 MJ C n10: ~ ~ Z W A TRENCH MfIW. TRENCH ~ Z
A~ •-I ~ PR ViOE ALL JUNCTION ~%ES OVER 3'•3" IN DEPTH WTTW STEPS F-> FOP B'•0" iN HEIGHT OR LESS, USE 8" WALL, OVER 8'•0" IN HEIDHT, USE M '<Fy ~ : ~ Q t1 C~/Yt"'a r 12 WALL 70 6'•0" FINN TOP OF WALL AND 8" WALL FOR THE REMAINING a'q ~ a 12 ON CENTERS IN ACrARDMrCE WITH STD. N0. 840.86. a q
O ~ 6'-0". QUANTITE$ TO ~ ADJUSTED ACCORDINSLY. ' p ~ I " 3n r W Z ( 6" ~ 3 ~ ADJUST THE STEEL, CONCRETE ANO BRICK MASONRY d1ANTITIE3 M q D+ ° raw Q U ~
y.,- CONSTRUCT WITH PIPE CROiVaIS NATt21ING. TO IHCLtN1E THE AODIFION DF THE MANHOLE (I.E. DIAGONAL BARS DO NOT USE BRICK MASONRY DiKV+ 2NlET IN LOCATIONS SUBJECT TD Y SEE STANDARD 840.64 G SHORTENED AROUFD OPENING IN TOP t1LA8, ADDITIONAL VARIABLE ~L°n w~z
PLAN TRAFFIC. PLAN OF~MANNOI.E COVER a FRAME SPA D aA" HETL#1T BRICK YAS~dRY, OPENING TN TOP SLAB.) WITH COPING REMOVED CHAMFER ALL EXPOSED CORNEAS 1". C. TO C, MAX. DEPTH OF TWIG STRUCTURE FROM TOP OF 8077011 SLAB TO TOP o w ~
BRICK YAY BE USED ELEVATION I3 12 FEET. DRAWING NOT TO SCALE, B" 60VEP TO SiIRFACEA j .at ~ n .4 IN?11AL . ~ A ~ I
- BRICK COPING (INCIDENTAL} ELEVATION NA%. i` ' r
m ~ TOP ELEVATItM7 ~ TII ~ ~ N4 ~ a Q t6iE
Z STD. 840,18 a O ~ ~ ~ v LL ~ r 19" W - .c. ~ FRAME AND GRATE ^ Z ' , OUTt.ET PIPE .1 : m W ~ ~ OF PME ; ~ ~ MAIERMit. ef. ~ ~ U ~ N Z
ASH ~F o z .J *Y} w
1~ O I n ~ Fi W W .t ^I r~ x ~ E (Xl F t~" ~ M C~ U L x 8 A 8" Q ~ = 0 N M B., B e„ g Z l„t N s m p-,..~ _ o gv~ O Z t- M °j. = tWI. 8~ ~ ~t s' f ?Mi ~ ~t"71o;+~}`t~t~ Yj~ ~ y O _ M t"R~ir 4 M • ~ 4 BGYW*aV ~p~1111V~
fA G. ~ -I INLET PIPE ¢ M ~ 0 ~ ~ x M o -i SECTION x a ~ ~ a J ~
i a _ ~ m z en C-C OR D-d DOYI~L q F _ ~opo I I qdp ~r-1~v oZ-'~ O~~"Q~ V Q
~ ap D I I a Q ~ O~ A SECTION X-X x~ u ' 4O >D ~ SEE NOTE Q ix O A Z G DIIYINSIOIW AND OIIAMTITIES POR CDNCIMTE JUNCTION MOXLS Q "7 O - o ~ o ~ ~~IAL BEDDING STANDARQ BEDDING
p'~o Gx ~rC'f ~ H~ v J B ~ ~ ~ ~ G pIIIENSi(N1S OF BOX AFn PIPE REINFORCEYtBVT T~' sLAB LX~IC YARDS TOTAL a1MTfITZES OFDUGTIONS Fat oaE 4 W a F M ~ W a ~ FOR 14'-20' DEPTHS FOR 3' TO 14' DEPTHS
a •p M ~ ~ ~ M D B" PZPE SAN WIDTH HEIGHT BARS "A" DIMENSIONS IN ~X 'BOX AND 3LASS PIPE CU.YDS. N F a hl to 3" tua:. PIPE TeIS SmE • re" y ~ Z Q t n X 8n TOP BOTTOM M411( LBS, ql. YDS. v,~°.
'q i"' H ~ M r, x N . o . r EXP. JOINY D A B H FKr. LEt~%iTH E F SLAB SLAB Ft. OF HI, REINF YIN. "H" C.S. A,G, ~ ~ h r 1,G. M V ~ r
m m Z SECTION X-X SECTION Y-Y ~ tx m o Z " i v y M iM1 r` W GO yNn 8p 12 2'-0" 2'•0' 2'•3" 12 2'-9" 9`•0" 3'-0" 0.167 0.187 O.iB6 22 0.760 0,016 0.024 t"t D24
-N ,r O v Q "n ? ~ t 15" 2'•3" 2'-3" 2'•8" 12 8'-0" 3'•3" 9'•5" 0.188 0.183 0.204 24 O.8b2 0.029 0.038 (0 Q ~ AND QUANTITI~ FOR DROP INLET BASED ON MIN. NEI811T N 8 ~ Z O O DIMENSIONS ( r ) W ~ ~ B" Q~' x tan 2'•8" 2'•8" 2'-8" t4 3`-3" 9'•8" 3'-B" 0.227 0.227 0.222 30 1.066 0.083 0.049 ash ~ p L EINEDii~Cf MATERU~. MUST ~ CLASS I (!b, 07 OR NO. 7~1 WASHED STOt~ IS TtiPK~U~LY USEDj.
~ DIMENSIONS QF BOX 8 PIPE CUBIC YARDS CUBIC YAAOS DEDUCTIONS FOR n/~~C 24" 3'•0" 9'•0" 9'•3" 18 9'•8" 4'•0" 4'•0" 0,293 0.498 0.259 40 1,434 0.068 0.086 ~ w ~ 2. SIT MATERUE. SHALL ~ COMPACTED TO A YMNiiUll ~ STANDARD PROCTOR DEI~ITY FOR CLASS I MATERUIL (f
PIPE SPAN WIDTH MIN. HEIGHT CONCRETE BRZCK MA5Y ONE PIPE YV~;~ 8 BOTTOM WALL PEA TeTA4 BR1Ca 3'-$" 8'•3" $'-9" 18 4'•3" 4'•6" 4'-6" 0.376 0.975 0.296 51 1.880 0.092 0.127 D A B H ttunnnr Fos C.S. R.C. 36" 4'-0" 4'-0" 4'-9" 20 4'-9" 5'-0" 5'-0" 0,489 0,489 0.933 84 2.341 0.132 O.i7B ~ J 17e 3 ~ ~ ~ ALL CASES YrNERE TRENCH BOTTDM5 ARE UNSTABLE DUE TO
SLAB FOOT HT. tnx. xEraar, x 12" 3'-0" 2'•0" 2'•0" 0.288 0,313 0.522 0.02D 0.032 8 SEE E DOWEL 42" 4'•6" 4'•8„ 4'-9" 22 5'•3" 5'•6" 5'-B" 0.680 0.680 0.370 77 2.878 O.i80 0.249 2a3 ~ ALL SANITARY SEVER LME5 LESS THAN 3 FEET AHD 04£R 20 PEST Ni DEPTH MUST BE D.LP. I""
( 15" 2'-3° 0.288 0.313 0.800 4.031 0.047 48" 5'•4" 5'•A° 5'•3" 26 8'-3" 6'•4" 6'•4" 0.743 6.743 0,407 111 3.823 0,255 0.317 317 W
18" 2`-6° 0.288 0.315 0.878 OA44 D.065 SECTION Y-Y 54" b'-10" 5'•10" 5'•9" 28 B'4" 8'•10" 8'-10" 0,885 O.B&R 0.444 123 4.283 0.297 0.401 24" 3'•0" 0.288 0.319 0.896 0,078 0.143 80" 8'-6" 8'-3" 8'-3" 3D T•3" T•6" ?'-6" 1,042 1.042 0.481 146 5.099 -0.987 0.486 aoi RETAIL No, ~ Q O ae5 SHEEr 1 of 1 BEDDING FOR FLEXIBLE & SEMI-RIGID SANITARY SEWER PIPE o
BHEET 1 OF 1 30° 3'-0° 2'-0" 9'-8° 0.268 0.313 0.991 0.122 0.170 SHEET 1 OF 1 SHEET 1 OF 1 88" T•1" T•1" 3'•9" 92 7.10" B'•1" 8'-1" 1,210 1.210 0.818 169 5.917 0.444 0.588 SHEET 1 OF 1 569 070©0.13 ~
8411.15 840.15 840.31 840.31 840 ¦ 31 EFFECTIVE: 47/OIlO seer 1 oR t ~ ~ ~
P ~ O
Reveiw Disclaimer Owner Certification Morrisville Pro ect Town of Morrisville Construction Requirements EngineerHnspector DLsclaimer 1 Z h
Town of Cary Ukility Approval Engineering & Planning Fees Paid Should the Tovm of Morrisville or Town of Cary fat/ to identify, / The Owner/Devel er be certifies that: all Town comments Alt public and private work including but not limited to that the Owner/Devel r has not addressed tfie comments made The presence of the Town of Morrisville or Town of Cary oP ~Y LY w
watermains, water services, sanitary sewers, sanitary sewer by either Town, or that the Plans and Specification are not in Engineer or Inspector at the work site shall in no way lessen have beett incorporated into the Dmwings and Specifications, the Water And Sanitary Sewer System Infmstrucutre Yes No Comments
/ services, swrm sewers, drainage systems, marls, sidewallrs, com liana with respective town Ordinances, Standards, the Owner's responsibility for confomliry with the plans and Drawings aze in compliance with all Federal, State, Local On Apri13, 2006 the ownership, comstme[ion, operation, maintenance, Fees parking lots, site grading and landscaping shall be constwct~ in Spe efications, and Detail whether from lack of discovery a for specifications. Should the Engineer or Inspector prior to, Standards, and Town of Morrisviik and Town of Cary managment, and financing of the Town of Morrisvilk's wets and sanitary 0
durin or after conshuction fait to ide ' are ect materials Ordinances and Standards, specifications, and Details and the sewer system within the present and future corporate limits and Utbatt accordance with the Town of Morrisville and the Town of Cary any ochre reason it shall in noway relieve the OwnerlDeveloper of g, i Town of Morrisville Or Ordinances, Standards, ecification, and details that arc or work that does not conform wBh the plans and Owner has checked rite plans w confirm that there arc no errors Service Area limits of the Town of Morrisville was transferred to the Town SP their obligation thereof, nor obligate the Town of Momsville or or omissions. The OwnerlDevel hereb cerifes and a acs of Ca as theme a reamentbetween Chase two Towns, All wales Released-for Construction - ~
appfieable. No deviations from Ure Ow»er/Developer's Submitted the Town of Cary to correct stxh ermrs or omissions, Execution specifications, whether from lade of discovery or for any ~ Y gT 4' pm' rg g plans will be allowed unless written approval from the Town of of this wnstmetion plat by the Reveiw Engineer or Planner for other reason, it shall in no way prevent later rejection and to take such action as may be required by the Town of and sanitary sewer syst~n design and conswmtion shall be in accordance OE`~GI~O BY: EL8 ~
Morrisville is received, along with permiss'an from the Town of i ' f Owner an cotrec8on of the unsatisfacwty materials or work when Mottisvilte and Town of Cary to correct any errors, omissions or with the Town of Gary, Standard, Specifications, and the Standard either town in no way limits the responstb Itty o the d non-com Hance with Town of Morrisville and Town of C Conswrction Detail Drawin
Cary for water and sanitary sewer deviations.. All Pubhe and En 'Weer of Record with re and to can Hance with all Federal, discovered. This is also tnte if the work has been accepted P wY gs Private Easements shall be recorded prior to final acceptance by State, and iocat standards, regulations and/or conditions. and is txvrently being maintained by Ute Town of Morrisville Ordinances, Standards, Specifications, and Details and/or (Sigtl3tUre required) N C D 0 T D E TA EEFORE YOU DlG ' CRAWN 9Y: ELB J DOT DETAILS SHALL BE USED FOR IMPROVEMENTS WITHIN c~~acm 8tr•. CMD ~
re-execution of this constmc6on tat with the o ' A rov b .the Town of C the Town. or Town of Coy. The Owner shall be responsible far P P~ l~ Y ~Y ''I cotteefion of all work that does not conform to the plans and corrections and for revisions. THE I~ U B LI C E PUBLIC RIGHT-OF-WAY AND WITHIN THE PRIVATE SNARED ~ ~
~ s cificafions. J ~ ~ 200 Hate ACCESS EAS `,LESS EASEMENTS EXCLUDING LOTS 13 AND 14. CALLA soos~z-alasNC rsA~: 12-22-06 ~
8®glneering Date ~f~p _ ONE CAlL CENTER
N Owner Date S ~TS~~~~~,~; PROJECTS a~~~7~03~
/ xi
va-rrii - u.
0
Z
DmlO
F- BY KBILEY--H AND A INC. SHAD. BE VA7HOUT ABIUTY TO leJMLEY-NM AND ASSO(IA
TH T, TOGETHER WI THE CONCEPTS AND DESIGNS PMENIED HEREIN, A AN INSTRUMENT OF CE, IS INTENDED ONLY F E SPECIFIC PUFN AND T FOR WHICH IT W PREPARED. REUSE OF AND IMPROPER AN ON MENT THOU AUTHOIRIZATION AND ADAPTATION BY KIMLEY-H I

LOT NUM DURHAM CTY PIN ~
1 0741-03-40-6845
8 TOP ~ DAM ELEV. 360.00 8 + ' STAINLESS STEEL PLATE 14 0747-04-50-3843 ,
RISER WALL 1O' MAINTENANCE 15 0747-04-70-7699 .ACCESS Kimley-Horn
` 4" CUT ORIFICE CONNECT SPILLWAY CREST STAINLESS STEEL ~ STEEL PLATE WITH ELEV, 359.00 SIDEWALK and Associates, InG
ORIFICE PLATE o 0 0 • ORIFICE CUT TO RISER 4 p ~i1 ONARLOt'IE PNgt 01tl~
EMERGENCY DRAIN • , WALL A A o a 2 SU1E 300
POLYPROPYLENE o o PERMANENT POOL PLASTIC • ~ • ELEV.=354.00 1 1/2" EXPANSION ~
~ STEPS •5 JOINTS FAIC (lot) 33s-oe~ ~ ~ 00 mOv
PLACE AS 8 B NEEDED ~ ' • . .
A - -
atructural HDPE plaaNc MILAN V#EW ~ d Ultllltlf 12'-0" MINIMUM o ~t~~~~tt ~~~c~Ltp~~~~~~
A A 3 = s ' ~ III=1 I I=1 11= To View Trash Rack Assembly • 42" icI ~J` ~ WJ ••~~~`,~~~i
1 3 RADIUS
• ~ II { • trash rack „ < ~ RISER W d LEVEL CONCRETE DRIVEWAY "
manufactured by 22.5' 4 DIA. PVC I I ' _ Plastic Solutions Ina 90 DEGREE d'.• OLYPROPYLENE SPILLWAY 1 APRON ~ ' r ~ ? *w
540-722-4694 PVC ELBOW PROVIDE wATERTIOHT PLASTIC STEPS ~ CREST _ a C SEAL AT ,K#NT WITH PLACE AS Al/~Tt`G~ ~ • • ~ 1
PERM. POND • • HYDRAULIC CEMENT _ a:. • NEEDED BOTH A - 2'-0"
H RACK TO ELEV' 354.Q0 STAINLESS STEEL' ORIFICE • • ` INSIDE AND ELEV, 353.00 - TO ATTACW TRAS PLATE TO CONNECT TO 2' 1. CURB SHALL BE TAPERED TO FINISH FLUSH EXISTING CURB AND EXPANSION ~~/~j~ ~ O~t~~ 2~'0" WITH SIDEWALK. GUTTER (TYP,) JOINT (TYP.) lU1111411~~~ ~
RISER DRILL HOLES a}TO 9 MIN, ~ • RISER WALL WITH STAINLESS. ~ OUTSIDE OF _ e TOP OF RISER AND SECURE WII'Ii STEEL NUTS AND BOLT RISER COMPACTED PROTECTI~ PROTECTIVE
0.5"X2.75" STAINLESS STEEL ANCHORS MWTH STAINLESS STRUCTURE ANCHOR BOLTS. BOLTS ARE STEEL NUTS AND ANCHOR SUBGRADE MATTING f ON ADJACENT PROPERTIES BASED ON A
SUPPLIED BY MANUFACTURER T ~ ' • - TO E&SC A. a;, MO E& C PLA S 2' BEGINNING RADIUS SHALL NOT ENCROACH ~ FINAL SET PROr~CT10N QF THE PROPERTY LINE FROM
• 4 THE RIGHT OF WAY TO THE CURB LINE. *-ELEVATION "B" MINUS ELEVATION "A" EQUALS 1 INCH.
~ ~I NCRETE RISER " ' i I-
CUT CONCRETE AND 5 THICK 4000 PSI INSERT PVC TURNDOWN CONC. W/ 6X6, 10/10 - - I=1 ~ I- 3. ALL CONCRETE SHALL BE 3000 P.S.I.. MAINTENANCE ACCESS AT FOR CONSTRUCTION _ CONCRETE DRIVEWAY 10% MAXIMUM GRADE
SE~QN 8-B WWF 2" FROM TOP ~ - 5 . ~ • a
' • I RI _ • • ~ ~ • WA TY T L - ~ I I I'--'~-) (I'--~-1 I I- APRON WITH B" MINIMUM THICKNESS 1 /2" EXPANSION
• d~•• ~ I, ~ ll! I-I I " JOINTS 5 -5
EXISTING
PAVEMENT 1~ , a
Etev. A-A Elev. 12" c,l. HANDWHEEL 4
PADLOCK 10 COMPACTED
A NOTE: CUSTOM SIZES AVAILABLE TOP OF BERM=360.00
UPON REQUEST. TO PROVIDE _ _ RISER EL 357'.75 . . ~ CUSTOMIZED - BACKFILL -
> t 2X3 ACCES HATCH part code= PR + width code +length code ADJUSTABLE STEM GUID _ _ \ " L SECT~~t~~ CONCRETE SIDEWALK ~l I,L1~ W/ 6" MINIMUM THIGCNESS
ELEV. 359.00 (ex. PR1213) (SEE DETAIL TH15 SHEET (°I _ • • , - • t . • ~ •4 ~
'e Z10 Yi16kM Roa1 NR EXTENSION STEM > ~TAI~'~ dRIVEW~Y APRON
PAC SEE DETAIL THIS SHEE _ X 6 CONCRETE RISER ° P.G. Bat 4~6 ( ~ ALL NOT 'ro SCN.E W w ~ w
PEAKED ROOF TRASH RACK
INC ;fi~•7~-~i4 i EXTEND CONCRETE TO TOP ~ECTlON A-A OF BERM ON SIDE SLOPES 3P tza~a~ 2 :S aa¢¢z 0
8" PLUG VALVE OF EMERGENCY SPILLWAY. f, MAX 2:1 a a n'. a
„ ._a 8" D.I. WALL PIPE SIDE SLOPES ~ ~ ~ z ~ ~
8 DIP (FLxPLAIN END) ~ FLxPLAIN END) N d' M N
a' „ INV = 351,0) tz 1/2 x1/2 WWM WRAPPED HDPE FLARED a o o h ~ `
a OVER OPENING END SECTION \ o o w RIP RAP APRON HDPE PIPE ` \ ~ o ~
. ~ , . ~ JUNC1TON r
• i A HDPE PIPE FLOW FROM FOREBAY TO LEVEL SPREADER ~ ~ n ~ ~ N ~ M N
• •y t~ •I• • L : ~ , • ' ~ ~ ON BOTH SIDES. B 11'"ASS ,y : ,~•s; , 'R 3. APPLY ADDITIONAL ASPHALTIC ROD COUPLING
S,~• ' CEMENT AT PIPE SEEPAGE wreN REQUIRED FLFL W 3' AX 2:1 ~ SIDE SLOPES
• . r•" + ` ' ~ • R. • COLLAR INTERFACE ON . 1 a iy a ••,'x..t ,.v+,.' j,; BOLT/NUT ASSEMBLY . , N UPSTREAM FACES. 6" CONCRETE LEVEL SPREADER FLOW - ,
~ Y•~z • : 4, TD BE FIELD INSPECED BY t t/2" DIA: EXTENSION ROD LEVEL SPREAC LEVEL SPREADER LIP
• •i ' qa" RCP ; ' ' BY GEOTECHNIGAL ENGINEER. BOI.t/NUT ASSEMBLY e' . , ' : ASPHALTIC CEMENT TO MEET 2" FEMALE SOCKET COUPLING Ot-+/~R
i • q , • fXt EXCEED FEDERAL C,I. AsTM tea Cao FLTER FABRIC
„ FLOW PA ~ . c"• , ri•r\ y SPECIFICATION SS-153 ~ o
" r • . . ~ ; TYPE 1: ASTM--D-2$22-75 3 LAYER OF X57 q• •'~•};~•t~~•"~,:•~MS t ~ t• TYPE 1. '~r',s:'' E RIP RAP „ A ~ F ~ T4 LEVEL SPREADER ~ F- ti
' 3 LAYER i7 LAYER X57 STONE ~ h w ~ Q
NON-RISING TENSIO STEM ASSEMBLY ..t.,~,; . ~?L~. FQ i~~TAoY D,~TAI~ afA~M
2 SQi1ARE S4CKEL ~4l~PUl~ Q~~N
F OW S,,ONCRETE SEEPAGE_ I AEi NCT TO MILE ~ GENERAL MOTES: ~ w o rn
Nfn Ttl saki: s`' ~ ~ „ 3' WIDE STRI M.9,{ ^r * THIS PRECAST ~X LIAY BE UBEA FOR Ti6: FOLLOWING sTANDAflDS: 'w} w w d ~ 3 WIDE STRIP OF o ~'....~-o N ry Z a• 1 Qu I~ ~ 840.04, 840.05, &40.14, &40.15, B46?.51, 840.82, B40.S4, a(<
w 24"CURB AND FILTER FABRI w ' ~ ~ ~ ~ GUTTER FILTER FABRIC ZyNOOy ~ ~ 1" WIN. ~ ~ A I-=-' 840 85 840.36 AtNI 840 41 ~FZZV ~ ~ f11 J
Nz-~IxD ° u OLR.(TYPj SECTION VIEWS * WITH NOWT STANDAi~ 3PECIfICATION ACTION 84UO 8 IN ACt;OADANCE OQ~T~ O p ~ ~ 1 N N. * USE 4~0 p5I NININUN CONPRESSIVE STRENGTH CONCRETE. rY N N
FOREBAY to ~ SECTION A-A =~z~m cLR,(TYP) o OPTIONAL JOINT DETAILS ~ o 1~~ACE(soREIF~~ING STEEL. u~ AsTN A+eS tw-i~~o~ ~ Z =~O,G o 4x4 W4xW4 4 ~ H ~ C'
2'X3' ACGESS HATCHk ; w 5 ~Fa ~ pµ1; (LAP #5 tN:BARS @ 12" * UNIT NAXINUN ~PTH TO TOP OF 80ttON 3LA6 TO 15'~O" I"= ZW 7j ON ^ CENTERS (HORI2. * PLACE LIFT HOLES OR PINS IN AtxOADANCE WITH OSkW STANDARD ~~'4.0-t
CUSTOM FIT BY a v MANUFACTURER PROVIDE WATER TIGHT JOINT " N ~ 'lD o TO FABRIC) & VERT.) 1926.704, O Na ~ w . ~~.I (UBE WITH * ORIENT STflUCTUAE8 80 THAT C~NEflB WILL HOT 8E CUT OR NOOIFIED ~ ; • Q <Y]
WITH HYDRAULIC CEMENT . A „ A NOTES: err , 4' X 4' $ LARGER UNLESS ALLOWS BY DETAIL IN PLANS. drti N m o . DRAINAGE STRUCTURES * pAEGAST ALL ELENENTS TO MEET ASTN C9t3. " GO
PLASTIC SOLUTIONS, INC. 48 RCP OUTLET BARREL WITH ? . 1. LEVEL SPREADER MUST BE CONSTRUCTED OF CONCR ~ ~ TYPICAL) ti' BARS WITH * FRAME AND ORATE FNIGkPt NAY BE AUJUSTEO WITH CONCRETE CTED OF CONCRETE t'•s^ LEGS OR BRICK IN ACCORDANCE WITH 8TANDAAD 840.25.
TRASH RACK WATERTIGHT SEAL. PIPE T4 BE BEDDED SEE DETAIL THIS SHEET AS DIRECTED BY GEOTECHNICAL AND SHOULD BE 4-.6" HEGHER THAN EXISTING GROUT PLAN VIEW OF BASE UNIT Pf~VIOE PRECAST STRUCTURES OVER 4''0" IN DEPTH WITH EXISTING GROUND STEPS 12" ON CENTER8 IN ACCORDANCE WITH 5T0, N0. 840.x. 6" L' OR 'W' 6" * WELDED WIRE FABRIC NAY BE SUBSTITUTED FOR REBAR IF
( ) to 100-YR STORM ELEVATION. 359.63 ENGINEER. ~ DOWNSLOPE AND ANCHORED INTO THE SOIL WITH AN IE SOIL WITH AN NIN. NiN.- THE SANE MIN, AREA OF STEEL IS PAOYTDED, * SEAL JOINTS WTTH AN APPROVED 5'EAIANT (8EE SECTION 840 OF NCDOT
OUTFACE TO MANHOLE-055A EMERGENCY DRAIN HANDWHEEL APPROPRIATELY SIZED FOOTER INV. IN =351.00 „ CHANNEL 1,. STANDARD SPECIFICATIONS. ~ ' #4 REBARS @ v * UNIT NAXINiII STRUCTURE SIZE INSIDE CLEAR DTNENBIONS I"
10-YR STORM ELEVATION: 358.7$ INV. OUT = 341.00 24 CURB AND GiJTTER) 2, THE LIP SHALL BE INSTALLED AT A 0-0.05 GRADE, 0-0.05% GRADE. >0 m #4 RESAAS @ 6" DENIERS ~ TO 8'•0" X 8'•0" O: H ~ B" CEIITEAS EACH WAY - _ * TfiE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE O
~ SLOPE = 10,75`i; 2-YR STORM ELEVATION: 357.63 3. THE FIRST 10 FEET OF THE BUFFER/VEGETAGED FILT NEGETAGED FILTER D ~ Q EADN WAY ` ° ~ ~ Q W RI t" 9TZE OR THE OPENING REIRIIREO FOR ORATE AND FRAME WHICHEVER V t~ ~
~ 2' 3' 20' 30' DOWNSLOPE OF THE LEVEL SPREADER SHOULD NOT TEMPORARY POOL ELEVATION. 355.68 t EXCEED 4% SLOPE. i 6" R SHOULD NOT ~ ~ ~ COECNATER~T 2R8 TYPICAL PRECAST * Is GREATER. z W ~ / N ~ _ OF WAIL RIkNtlD NAt#tOLE NAY BE USED IN LIEU OF SQUARE PROUIDED 2 EXTRA ,y a.' ~
.•Z ~ to RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. $ d ~ ~ O Q ~ ONG. 840.34 FOA t1ANHOLE INSTALLATION. Q 0 ~
ERMANENT POOL LEVATION: 354.00 4. MINIMUM LENTH =13', MAXIMUM LENGTH=130' l i A ' " 1 3' MIN. fTH=130' ~~z pzo~C ~O ~'~z ~ D o PRECAST RISER PLAN o M F ~ w
• 12 X 30 AREA ~ 5. ALL FLOW INTESITY ABOVE 1"/HOUR WILL BYPASS TF 6 X 6 CONCRETE RISER I ==yr PREnut..r~ ORIFICE (LXW) t CUTOFF TRENCH EXCAVATE AND TO SCALE LEVEL SPREADER TO A .RIP RAP DISSIPATOR PAD. WILL BYPASS THE y~ x~ N, ~ N Q ~ w ~ SIPATDR PAD. ~ N~ 2 #5 BARS EACH SIDE a n 4 Q W a J ~ Q
(SEE DETAIL THIS SHEET) INV. ELEVATION=355.75 BACKFILL WITH COMPACTED Z OF OPENTt~ FULL SPAN : M 6 L' 6 z III fn y Q Q) ~ i" NIN. CLEAR m i Q ~ ~ © >
4` MIN STRUCTURAL FILL AS DIRECTED BY ANTI-FLOTATION DEVICE BURY BOTTOM OF A GEOTECHNICAL ENGINEER LEVEL SPREADER SUMMARY TABLE G y NIN. NIN. ~ ,Z Z~ p U
6'X6' PRECAST RISER BOX UNTIL TOP OF 8' X 8' SEEPAGE COLLAR -I ~ Z i 'L' Oft Yp' + 2 WALLS ~ 1,r NIN. CLR. x ~ Fa ~ IJJ ~ 4 "'J h~- EBAY SURFACE AREA (SF) ~ ~ ~ ~ STEPS ~ . #4 REBARS m 4x4 wAxW4 ~ ~ a ° ~ ~ ~ ~ ~ ~ ~
RISER IS AT 357.75'. FILL RISER BOTTOM LEVEL SPREADER O1 {CFS) LENGTH (FT,) ELEVATION (FT.) DOWNSTREAM COVER MIN. FOREBAY SURFACE ~ (SEE DETAIL THIS SHEET) WITH AT LEAST 4.0 OF GONCRETE BELOW ~-1 3.21 43.00 349.00 GRASS 249.00 ~ ~ o' WWF {LAP WWF ~ - ~ • o' o v • • o Z i~
FINISHED GRADE. INSURE THAT CONCRETE 24.00 O ~ ~ ~ 6" CENTERS a ~ ` D •,D' (9 ~ D / ~ Z
BOTTOM DOES NOT EXTEND OVER INVERT LS-2 1.15 77.00 339.00 GRASS FOLLOWED BY FORES 100.00 100.00 ~ Z 8" ONTO FABRIC) p ~ ~ . o', 9 0" v o y .4 ~ ~ ~ ~ O - - - ° - - - - - - OPENIt~ 1 ^ #5 KEBABS 12" p : • Q o' • o , p' U ~
OF OUTLET BARREL. EXTENDED DETENTION WETLAND A 4" WATER QUALITY ORIFICE LS-3 1.31 59A0 332.00 GRASS FOLLOWED BY FORES 113.00 113.00 cIEaR (sEE NOTES) CENTERS `4"`• . ' ' 'p' ~ o', ~ Z
AND TURNDOWN ~l1TLET RISER LaDATE OPENING 2 TYPICAL SECTION ~ ~ .b~~'•°' ' ~ V Q As I~anIREO 47.00 mg :.•o''..• (sEE narks) TOP SLAB z • o,'
SEE DETAIL THIS SHEET Nqf TO SALE LS-4 0.61 42.00 319.00 VEGETATED BUFFER/FOREST 47.00 g ( ) ~i MEET 1 DF 1 s° L' s" TYPICAL SECTION eo ~ sHEEr 1 aF 1 ,
840.46 NI"' PLAN TOP SLAB NI"• OF BASE UNIT ISOMETRIC VIEW 840.46
TOP OF BERM , ELEVATION=360A0 1 THICK CLAY LINER ALONG
BOTTOM OF DEEP POOL AND INIMUM SIDE SLOPE OF WETLAND 3 TO 1
SHALLOW WATER AREAS DEEP POOL ELEV.=351.00-352.50 TOP OF BERM
100-YR STORM ELEVATION = 359.63 TOP OF BERM ELEV.=360.00 ELEV=360.00
i0-YR STORM ELEVATION = 35$.78 2-YR STORM ELEVATION = 357.63 3
TEMPORARY POOL ELEVATION = 355.68 t LOW MARSH AREA ELEV. RANGE: 352,50-353.50 (6"-18") HIGH MARSH AREA ELEV. RANGE: 353.50-354.00 (0"-6") 3 _ II~III~
PERMANENT POOL ELEVATION = 354.00 ~ - ~ - .o FOREBAY ELEV.~351.00 -III-I I I_I I -III-III-I
~ - I ~ ~-1 I I-=1 11=f l I:~I 1 ICI 11=1 111 ~ ~ P
_ a a
COMPACTED SUBGRADE - _ - _ - - - - - - _ _ - - - - •I I I_ - I I_I I1- II l i-I I I-I I ICI I ICI I I-i I o
- - III-I i I.~I I ICI I I-~I I ICI I ICI 11=1 I I~ I ICI I i~l l 1= =I I l~I I I~ I I o °
,$TQj~MW~i'[F~y~TLAND NOTES - =III-I z
A-A 1. UNLESS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER BASED ON FIELD OBSERVATIONS, A CLAY LINER SHALL BE INSTALLED ALONG d o
THE ENTIRE BOTTOM Of THE DEEP POOLS ANO THE SHALLOW WATER AREAS TO ENSURE THAT WATER IS MAINTAINED IN THESE TWO AREAS. NQT ~ ~ o
THE SHALLOW LAND AREA DOES NOT REQUIRE A CLAY LINER. FOUR INCHES OF TOPSOIL SHALL BE ADDED ON TOP OF THE CLAY LINER. W H
2. SOILS USED 4WTHIN THE STORt+tWATER WETLAND MUST ADHERE TO THE FOU.OWING REQUIREMENTS:
AND FREE QF STONES STUMPS ROOTS OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES. ~ THE SOIL MUST BE UNIFORM , W
• SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND, WITH NO MORE THAN 10% CLAY (USDA SOIL Owner Certification
TEXTURAL CLASSIFlCA110N}, Town of Morrisville Morrisv0le Project The Owner/Developerherby cenrfiesthat: alt Town comments Engineering & Planning Fees Paid Town of Cary UtIIIty Approval have been Incorlrorared into the Dmwings and Specifications, the
°i • A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY SPECIES ANO 5% FOR TURF AREAS. Engineerllnspeetr~r Disclaimer • THE PH SHOULD BE BETWEEN 5.5 AND 7.0, IF THE PH FALLS OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED NflTH LIME TO INCREASE THE PH Drawings are in cornpUance with aH Federal, State, Local gY: ~ ~B W
QR IRON SULFATE AND SULFUR TO LOWER THE PH. THE LIME OF IRON SULFATE MUST BE MIXED UNIFORMLY INTO SOIL PRIOR TO USE. ThepresenceoflheTownofMorrisviueorTownofeaty RevelwDisclaimer ConstructionRegtdrements Engineer or inspector at the work site shalt in no way lessen Infrastrucutre Yes No Comments Water And Sanitary Sewer System Standards, and Town of Morrisville and Town of Cary _l Fces On Apri3 3, 2006 the ownership, constnreGon, operation, maintenance, Ordinances end Standards, specifications, and Details and the I~A>l1~) 8Y: E ..I
AVATED S01 RATHER THAN IMPORTED SOIL, MAY BE USED FOR STORMWATER WETLANDS PENDING THE CONTRACTOR'S theawttotsresponst~itityforaonformitywithtt>ep181tsand Should the Town of Morrisville orTowaofCaryfailtoidentify, Allpnblicandprivateworkincltulingbutnotlimitedto t not limited to managment, and financing of the Town of Morrisvilk's water and sanitary Owner has checked the plans to confirm that there are no errors
e 3. IN $ITU EXC L, specifieatwns Should Ure Engineer or Inspector pnor to, dtat ttte Owner/Developer has not addressed the comments matte watettnains, water services, sani sewers, rani sewer {4 PERFORMANCE OF A SOIL ANALYSIS TO DETERMINE THE VIABILITY OF SOILS TO ASSURE HEALTHY TREE AND VEGETATION GROWTH AND TO during, oraftarconstntctionfatltoitbntifyorrejeetmaterials ~rl` ~'S' xs, sanitary sewer Town of Morrisville sewer system within the present arxi Future corporate limits and Urban or omissions. The Owner/Devsbper hereby certifies amt agrees I',~~,/] (~{E(r~(Q} f~~, C~~ roach, sidewalks, Service Area limits of the Town of Morrisville was Nansferced to the?own to take such action as maybe required by the Town of ~ Released for CagStrllatlan of Cary as per the merger agreement between these two Towns. Ali water Morrisville and Town of Cary to correct any errors, omissions ar SEF~R~ YQU DIO
p PROVIDE ADEQUATE INFILTRATION RATES THROUGH THE TOPSOIL, OR SOIL MEDIA. AT A MINIMUM, SOIL ANALYSES SHALL INCLUDE: orworkthatdcesnotconfamrwiththeplansand byeithetTown,ortltatthePlansandSpeciScationarenotin services,starmsew~s,daaiuagesystems,roac~,sidewalks, specifiations, whethe^ from lack of discovery or far any compltartce with respective town Ordinances, Standards, parking lots, site grading and latulscapmg shall be constmcted m • SOIL PH (WHETHER ACID, NEUTRAL, OR ALKALINE) Specifications,andIletailwhetherframlackofdiscoveryorfor accordance with theTOwnofMatrisvi(teandiheTownof Cary shall be constructed m and sanitary sewer system design and consmrction shall be in accordance non•complianco with Town of Momsvilk and Town of Cary QATEI ~ ~-~~-O~ and the Town of Cary with the Town of Cary, Standard, Specifications, and the Standard Ordinances, Standards, Spoeifrcations,end Details and/or ~ T O ~ 0
• SOIL TEXTURE other reason, it s]}aH iri no way prevent later rejection and my other reason it shall in no way relieve tfte OwnerlDevelopar of Ordinances, Standards, Specificafioa, and Details that are correction of the unsatisfactory materrefr or work wham I Details that are Consnrrction Detail Drawings re-execution of this construction plat with the appropriate 11 (n'~ A r
• SOIL TEST NCDA & CS NUTRIENT CONTENT iheirobiigationthereof,norobligatetheTownofMocrisvilleor applicable. NodeviaGonsfromthe0wnedDevetoper'sSubmitted ( ) discovered. This is also true if the work has lxan accepted ~ Town of C to correct such errors or omissions, Execution x/Devotoper'sSubmitted (St~riatUTeregUired) correctwnsandlorreviswns. PROJEGT~ U1~`F764~+7 G wal from the Town of Approved by the Town of Cary r l A s CALL ~ 800 632.4949 N.C r ~
• CONTENT (PERCENT CLAY ORGANIC MATERIAL, ETC.) and iscurrendybeingmaintainedbytheTownofMotrisville ~ planswillbealloweduntesswrittenapprovalfromtheTownof , nF lhiz rnnetrtintinn nlal by tM Revt!iur F.noinra nr Ptsmn„r fnr Mnrcicvilln ie rerrivxl alrmn with ,wnniceum fmm tM Tm,m of seam from tM T,wm of h ®s • a
or Town of fay. The owner shaft conform t i to for either Town in no way limits the responsibility of the Owner and Cary for water and sanitary sewer deviations.. All public and correction ofau work that doesnottoheplans and Engineer of Record with regard to compliance with all Federal, Private Easements shall be recorded prior to final acceptance by ans.. AiiPubl~ana A &i R f JAN 10 2008 L~,T'STE`iawtK 0
4. SOIL SAMPLES MUST BE ANALYZED BY EXPERIENCED AND QUALIFIED INDIVIDUALS, SUCH AS THE LOCAL COOPERATIVE EXTENSION OR NRCS OFFICE, TO DETERMINE IN WRITING THE RECOMMENDED SOIL AMENDMENTS, APPLICATION RATES, AND TECHNIQUES FOR INCORPORATING specifications, State, andlaeatstandards, regulations and/or conditions. the Town. to final acceptance by ] ~ Englaeonng Date Owner Data _
AMENDMENTS. ORGANIC SOIL AMENDMENTS SHOULD BE STABLE, MATURE COMPOST DERIVED FROM ORGANIC WASTE MATERIALS INCLUDING zo
YARD DEBRIS, BIO-SOLIDS, WOOD WASTE, OR OTHER ORGANIC MATERIALS. USE OF PEAT MOSS IS PROHIBITED. C 1 m07 Z
DOCU T, TOGETHER WITH THE CONCEPTS AND DESIGNS RESENTED , AS AN INSTRUMENT OF ME I INTMDED ONLY FOR THE SPECIFIC P I AS PREPARED. REUSE OF AND WPRMM THORIZA ADAPTATION KIMLEY-HORI EJ AN ASSWATES, I NC. -
-

LOT NUM. DURHAM CTY PIN #
1 0747-03-40-6845
i4 0747-04-50-3843
PLANT_SCNEDULE 15 0747-04-70-7699. KII1'I~~~.H4CI1
SHRUBS CODI= BOTANICAL GOMMON GOVT SPACING QTY talndlAsSOCie~t~s, ~I1C 4651 CHARlOTIE PARK DRIVE
AI Asclepias Encarnata Swamp Milkweed I gal 4' oc 16 I r~rE, NINtTtI eaRa.iNA 2szn
PHONE: [phone]
fAX: (7d4) 333-0845
CA Ciethra alnafolfa 5ummersweet Glethra I gal 4' oc f 52 0 X907
~ IG ~~~r~~tu++r+++f / HM H+biscus moscheutos Rose Mallow I gal 4' oc I 0 ! •~~1 ~t~ c ~ fi,~~
~ S~ ~r
13 r
= _~----...1.31 .~--Y ~ / IG Ilex glabra Inkberry Holly f gal 4` oc 100
283 } ~ - TawN o~ Mo~R~~vi~~~
IV Itea vmg~nica 'Henry's Garnet' Henry's Garnet Virginia 5weetspire f gal 4' oc 179 .••~Q+ r~s:..A~~~~~~,,,
I ~TJ pq WETLAND GODS BOTANICAL COMMON GONT QTY + + t' Q
PLANTS
~ ° ~ ~ 650
~ ~ it j ~ j G5 Carex stricta Tussock Sedge I ! /3 x 5" PLUG @ 24" oc 1, 245 FINAL SET
(eT -k. ~ PA ~ ~ ~ PLANT TO 6" DEEP
~...~,.„„„-b°G~°°' ~ _ °Y; t~ 241 FOR CONSTTtUCTION
} d 4 4 ~ ~i~ / v~ l / i<O Eleocharis obtusa Spikerush I Ili x 5" PLUG @ 24" oc ! ,269
/ ` 461 PLANT TO 18" DEEP
w i ~ (
NII ~ ~
~C.: NL Neiumbo lutea American Lotus 1 I /3 x 5" PLUG @ 24" oc I ,828
:r ~ ~ 4 ~ , . , a.. PLANT TO 36" DEEP
~~;.;.s' l 4 1 ' Q , .
t t
~ } ~ i 1 AI PA Peltandra virgirnca Arrow Arum I I /3 x 5" PLUG @ 24" oc 2,503
k ~ 28 PLANT 6"- 12" DEEP
r;: _ a.~ ~ 4
~ ~ .,~t.
~ IV ~ ~ '
' ~ .'r.. ' 82 PG Pontederja cordata 'Blue' Blue Pickerel Weed I I/3 x 5" PLUG @ 24" oc 2 435 ~ > ~ 5 w V,;,:,.;:,:. , '";.M._.:•: PLANT 6"-I 2" DEEP ~ ~ ~ ~ a ~
z
, l~ ~ j 'h;: , I ~ 266 a z 0
a a a a ~ ~ o_ 0
ti 1' I ~ ~ III I I. y 5A 5c~rpus atrovirens Dark Green Bulrush 1 I i3 x 5" PLUG @ 24" oc 949 ~ ~ ~ N
1 i ~ 0 t' i ~ it y~,~~.~a`r' O I I / PLANT TO 6" DEEP r r n
as d- F~: /f ~ o n w
1 ~ ~ 1. .1- \ \ N ~ Q WETLANDS GRADING ~ PLANTING NOTES: ~ ~ n ~ ~
, ~ r i I i NOTED 1AVE BEEN ADAPTED PROM THE DWQ MANURE OP STORMWATER BEST MANAGEMENT PRAGTCE5 ~ ~ M N
~ ~ II 41
r . . , ` jj I I J ~.Z 1 A~ ~ ~ ~ ~11~ qtr ~ ~ fit. ~Ir i 1, ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND EQUIPMENT. Z
I C X / ~ / /l/ / WAKE C(JUNTY „ , 2. ALL MAINTENANCE ACTlVI11ES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND TYPES OF WORK PERFORMED AS WELL AS WH0 PERFORMED THE WORK. 3. DEVELOPMENTAL PHASE~~MAINIENANCE EXTENDS 1HROUGH 2 TO 5 GROWING SEASONS.
~ i GAP r" ~a. 1 25 I I ~ 4, AT MATURITY, 50% OF THE IN5TALLA130N MUST STILL BE GROWING AND HEALTHY.
~ : ~ a ~ / I PC ~ . ~ , ~ I 294 5, INFERTILE SOIL$ SHOULD BE AMENDED BEFORE INSTILLATION AND THEN FERTILIZED PERIODICALLY THEREAFTER, ~ ~
~ ~ ~ ~ ~ I/I 6, ACCEPTABLE ORGANIC 301E AMENDMENTS SHOULD BE A STABLE, MATURE COMPOST DERIVED FROM ORGANIC WASTE MATERIALS INCLUDING YARD DEBRIS, B!0-SOLIDS, ~ ~ WOOD WASTES, OR OTHER ORGANIC MATERIALS. USE OF PEAT MOSS IS PR(X•IIBiTED. o
~ ~ ~ SA I ~ d . Q d ~ ~ 7. SAPLING5 OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE SHOULD BE TAKEN NOT TO DAMAGE TILE ROOTS OF THE TREES WHILE ~ p
31 ~ I ~ ~ ~ I / STAKING. THE STAKES SHOULD BE KEPT IN PLAOE FOR 6 T018 MONTHS. c3 N ti
~ i . ~ ~ : ~ a: ~ / / 1 i 8. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF HERBACEOUS GRASSES AERATE-COMPETING THE YOUNG WOODY VEGETATION GROWTH. z w'` °o GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES OF THE SOIL BIOENGINEERING ELEMENT. THE NEED FOR WEEDING MAY BELARGELY ELIMINATED BY MINIMIZING w ~ ~ ~
a 1 ~ ~ ~ ~ M ~ ~ ~ ~ ~ rII ® t n ~~,d ~ ~~=r• ~ ( ~ ~ 17 , THE AMOUNT OF SEED USED FOR TEMPORARY EROSION CONTROL. ~ a ~ ~ m
a a ' 9. WHENEI~R POSSIBLE, TOPStNL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY COMPACTED TO A MINIMUM THICKNESS OF 4; 0 ~ Z N
~ ~ ~i ) c ; 10. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE WETLAND PLANTS NRLL HAVE A FULL GROWING SEASON TO BUILD ~ o ~ THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER. > ~ a
d ~ ~ ~ . f K C I/~ I 364 1i. POST-N RY CARE F TLAND P ANTS S Y w w URSE Q WE L I VER fMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR INSILLATION BECAU~ THEY ARE ~ p ~ ~ J
~ .G f / . ~ 1 I • PR~dE T4 DESICCA11~1, THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND SHADED.
° l ~ 12, A WET HYDROSEED MIX ~ OTHER METHOD SHOULD BE USED TO ESTABLISH VE(~TA1T~ COVER IN THE WETLAND WTHIN 14 DAYS ~ CONSTRUCTION. FOR RAPID ~ a ~ (IfRMlNA1TON, SCARIFY TILE SOIL TO A HALF-INCH PRI(N2 TO HYDROSEEDING. ~ Q N Q
d ~ A n f' : t ' ~ 1 E 13. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN MU5T BE CLEANED OUT, GRADED, AND VEGETATED WITHIN 14 DAYS OF 3
~ ~ I 1 THE COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABIIJZED. z
~ ~d of ~ ' " 14. THE WETLAND DRAIN 5HOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANITNG DATE TO PRESERVE SOIL MOISTURE AND WORKABILITY. Q m
i ~ ~ i5. REFER TO SHEETS Ct1.06 AND C1L07 FOR ADDITIONAL STORMWAI'ER WETLAND NOTES. ~ ~ W
~ a a ~ E . ~ ~ ~ J U
Q 4 , ~ 1 ~ a~ , fl ~ 5 ~ . ~ ~ ~
~ r ~ I ~ I s>: ~ ~ / f 1 ~ 0
{ ~ ; ~ 6 ~1 ~ ~ ~ , J
ENTERING SLOPE 3 TO I MAX, POR SLOPE F ~ STABILIZATION AND PLANT MATERIAL, ~ © ? ~
~ 1 ~ Q
~ 1 I ..1 , ~ f. ~ ..1: „ , 3
~ 4 I ~ J W~UZ AQUATIC PLANT MATERIAL (TYP.). '"~_~~~'r~~ ° / 5EE PLANTING PLAN. ~ ~ ? ~ Q
, e r"76~ ~
` W rn SEE PLANT LIST FOR MAX. PLANTING DEPTH ~ o U ~ N 0
. :4,.~~~~~..~~~ z
~ ~ ~ . ~ 1 ~ x / QI- }~z ~ POND NORMAL WATER LEVEL. ~ (A s

r ~ ~4....-w~""~ ~ ~ ~ , ` ~ ~ ~ 1 . ~ * Z~ POND SEDE SLOPES 3 TO 1 MAX. v
t m C~ .a f V w 4
~ ~ . ~ o +si, .
~ ~ o / a
~i I TT ' ~ PLANT ALL AQUATIC MATERIAL IN
-I~~I I f ~ I ~ ~ I TOPSOIL. SEE NOTES 1=0R DEPTH OF TOP501L,
N W L A w I, ~ ry l l i~ EXISTING UNDISTURBED SUBGRADE. V
SCALE: 1 "=30'
Z
OPEN WATER WETLAND AREA PLANT DETAIL ~ o
N.TS. ~ ~ LL o
~ ° 0
9EFOREYOUDIG ' ~ ~ ~
En~ineerin~ & Planning Fees Paid S T~ P ~ o
Town En ineer/Planning Director Disclaimer Town Inspector Disclaimer Construction Requirements Owner Certification g CALL T 80a 632 4949 ~I c ~ p VE-CAL~CENTE4 ~ ~
Infrastnicutre Yes No Comments Should the Town En ineer or Planning Director fail to The presence of the Engineer or Inspector at the work site All public and private work including but rmt limited to The Owner/Developer herby certifies that: all Town comments Fees EXIS'flNG GRADE ~r~ TH_ ~ IX2 PROPOSED GRADE ~ U
g identify that the OwnerlDeveloper has not addressed the shall in no way lessen the Owner's responsibility for watermains, water services, sanitary sewers, sanitary sewer have been incorporated into the Drawings and Specifications, the
Town comments, or that the Plans and Specifications are not conformity with the plans and specifications. Should the services, storm sewers, drainage systems, roads, sidewalks, Drawings are in compliance with all Federal, State, Local Yes No Comments ~ ~ ~
incompliance with Town Ordinances or Standards, whether Engineer or Inspector prior to, during, or after construction parking lots, site grading and landscaping shat] be constructed Standards, and Town Ordinances and Standards, and the Owner 4 INCHES MULCH ~ O
from lack of discove or for an other reason, it shall in no fail to identify or reject materials or work that does not in accordance with the Town Standards. No deviations from has checked the plans to confirm that there are no errors or rY Y way relieve the OwnerlDeveloper oftheir obligation thereof, conform with the plans and specifications, whether from lack the Owner(Developer's submitted plans will be allowed unless omissions. The OwnerlDeveloperherebg certifies and agrees to Capacity Yes No Comments FOR TYPE OfCMULCHO) S ~ d
nor obh ate the Town to correct such errors or omissions. of discovery or for any other reason, it shall in no way written approval from the Town is received. All Public and take such action as may be required by the Town of Morrisville CUT BACK SLC g PROVIDE A FLE CuT BACK SLOPE TO DESI(~IED BY. KJB Lu eR~D PDANA~FLAT SURFACE if SHRUB IS B & B> THEN GROUNDWATER NOTE DRAWN BY: KJB
Execution of this construction plat by the Review Engineer or prevent later rejection and correction of the unsatisfactory Private Easements shall be recorded prior to final acceptance to correct any errors, omissions ornon-compliance with Town Fees ~ FOR PLANTING REMOVE BURLAP & ROPE THE PRESENCE OF GROUNDWATER S'FIOULD BE
Planner for the Town of Morrisville in no way limits the materials or work when discovered.. This is also true if the by the Town. Standards andlor re-execution of this corESnuction plat with the " FROM TOP t/3 BALL CHECKED BY: ,f A ~ 2' t<IIN. ~ BA(~(FILL MIX ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL ~
responsibility of the Owner and Engineer of Record with work has been accepted and is currently being maintained by appropriate correcftons and /or revisions. re and to coin fiance wiht all Federal, State, and local the Towa. The Ownee shall be responsible for correction of INCLUDE CONSIDERATION FOR ADDRESSING THIS ITEM. DATE: 2_22-~~ ~
g p standards re ulations and /or condition. all work that does not conform to the plans and speci6cataon. > g JAI ~ ~ ZQQ~
Town Representative UNDISTURBED SUBSOIL GRAPHIC SCALE O
ri_~_ PROJECT~E n~Cid.7Fi(1'~Cl 5
vrvncr uaic 'n• v ~v-r~ vvvv 15 sa 120
boe U- SHRUB PLANTING ON SLOPE 0 30
Date WAL-MART STANDARD DETAIL DOWNLOAD DATE: 08/06/04 Z
( IN FRET) ¦
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