20051876 Ver 3_Site Plan_20060324

MINIMUM LOT LANDSCAPE SUMMARY
TOWN OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NOTES RE UIRED SCREENING DEVELOPER; Q OWNER; WELDON RIDGE 26 Total
A. SIGNAGE IS A SEPARATE APPROVAL PROCESS ANO HAS NOT BEEN 1. EXISTING VEGETATION WILL BE RETAINED TO THE REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN. IF MAXIMUM EXTENT POSSIBLE. ALL RIP RAP PADS, DETENTION PONDS AND R INC. ZONING FOREST OAKS PDD
YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST PARKER & ORLEANS HOMEBUILDERS, INC. OTHER STORMWATER RELATED DEVICES SHALL ERS, INC, PARKER & ORLEANS HOMEBUILDE S,
SUBMIT AND OBTAIN AP PROVAL OF A UNIFORM SIGN PLAN PRIOR TO 2. AFTER DWELLING CONSTRUCTION, EACH LOT SHALL 211 JAMES JACKSON AVE. THE RELEASE OF PLATS FOR THE RECORDING OF LOTS (IF BE SCREENED WITH EVERGREEN PLANTINGS 211 JAMES JACKSON AVE.
APPLICABLE . PLATS TO RECORD LOTS CANNOT BE APPROVED UNTIL NAVE TE FOLLOWING REQUIRED PLANTING; SUCH AS WAX MYRTLES TO REDUCE VISUAL CARY, NORTH CAROLINA, 27513 CARY, NORTH CAROLINA, 27513 GROSS ACREAGE 33,25
THE UNIFORM SIGN PLAN HAS BEEN APPROVED. IMPACTS FROM LOTS, TEL, [phone] FAX, (919) 380-72; 19) 380-7225 EL. [phone] FAX, [phone] OPEN SPACE/ RECREATION ACREAGE
. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS a) 2 LARGE TREES (one in the front yord, one in the rear yard) ATTN: BRITT SPIVEY B TTN: BRITT SPIVEY R/W ACREAGE 4.53
REQUIRED, (I.E. BUFFER TYPE A, B, C, AND 100' THOROUGHFARE MATURE SIZE = 40'-60' H CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT PLANTED SIZE = 2" CAL, & S' H
TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE CONTACT/CONSULTANT: NET ACREAGE 28.77
SHOWN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS. b) 2 SMALL TREES (one in the `rout yord, one In the reasr yard) MATURE SIZE = 15'-40' H WITHERS & RAVENEL, INC. PROPOSED NUMBER OF LOTS 54
C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE PLANTED SIZE = 2" CAL. & 8' H 111 MACKENAN DRIVE TOWN OF CARY
WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY c 4 LARGE SHRUBS (near foundation) NOTE; CARP, NORTH CAROLINA, 27511 PROJECT # 05-SB-03 PROPOSED DENSITY (OU/ NET ACRE) 1,6
) F ARY R ERVOIR (CO). MATURE SIZE = 5'-8' H THIS PROJECT MEETS THE TOWN 0 C ES T 919-469-3340 FAX. [phone] „ EL. MAXIMUM DENSITY (DU/ NET ACRE) 2.0 ?-467-6008
PLANTED SIZE = 30 H WATERSHED PROTECTION ORDINANCE (JORDAN LAKE D. ALL A80VE GROUND UTILITY EQUIPMENT ANO FACILITIES ATTN; ERIC W. SIMPSON, PE MIN LQT SIZE ALLOW 14,400
ASSOCIATED WITH ON -SITE ELECTRIC, CABLE, TELEPHONE, GAS OR WATERSHED) AS A HIGH DENSITY USE WITH THE
OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD d) 8 SMALL SHRUBS (near foundation) PROJECT IMPERVIOUS PERCENTAGE f2$,§2,q, AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH MATURE SIZE = 2'-4' H WAKE COUNTY PIN NUMBER M!N LOT SIZE PROPOSED 14,529 ' PIN NUMBER 0724,01-38-4220 (PORTION)
EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF PLANTED SIZE = 20" H 0725.03-41-2042 (PORTION)
A 5' CLEARANCE AROUND THE STRUCTURE TO AlLO W FOR ACCESS. ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR ESTIMATE 5,300sgft IMPERVIOUS SURFACE PER LOT MIN LOT SIZE ALLOW SOUTHERN BOUNDARY 18,000
LOCK, THE PLANTINGS SHALL ALLOW FORA 10' CLEARANCE. THE 3. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500 5F FOR MIN SOUTHERN LOT SIZE PROPOSED 18,022
AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT AND/OR PROVIDED WHERE REAR YARDS BACK UP TO ONE WALKS & DRIVES AND ALLOWS 800 SF FOR MATERIAL AT MATURITY. ANOTHER OR ARE VISIBLE FROM THE REAR YARDS OR STREET,
THIS EXISTING AND/OR INSTALLED LANDSCAPE SHALL MEET OR OVERRUNS & ADDITIONS. AVERAGE LOT SIZE 16,907
E. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR EXCEED THE PLANTING CRITERIA FOR TYPE 'B' SEMI-OPAQUE BUFFER. WITHIN 5' OF A SIDEWALK. LF WIDENING -
4. NO LESS THAN 50 PERCENT OF THE MINIMUM STREETS LF 4,792
F, AlL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE LANDSCAPING SHALL BE VISIBLE FROM THE FRONT WORK IS COMPLETED. THE FENCING SHALI BE REMOVED PRIOR TO QF THE LOT.
THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY WATERLINE LF 3,225
(CO). 5, ALL PLANTS SHALL BE INSTALLED PRIOR TO ISSUANCE SEWER LF 4,731
G. NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED OF A CO FOR EACH LOT. SEWER FLOW 15,120
AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSCAPE. NEITHER INDIVIDUAL LOT OWNERS NOR THE HOMEOWNER'S
ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR DENUDED ACRES 35,0
TO PLAGING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN OF CARY. Y4 IMPERVIOUS SURFACE AREA -INFRASTRUCTURE AC 2,95 ( )
NTRANCE WALLS A' ~ ~ c I H. DECORATIVE FENCING, PRIVACY FENCING ANO E P P T LOCATED WITHIN BUFFERS ANO ALONG STREET ~ ~ zu~a-_ -7 I ~ RO OSED 0 BE ~ ~ y./ ~ , p AVERAGE A,LLOWACLE IMPERVIOUS AREA PER LOT (SF) 5,300 -
RIGHT-OF-WAYS MUST BE APPROVED. PLEASE SHOW ALL SUCH s - - JG , ~I ESTIMATED IMPERVIOUS SURFACE LOT AREA 286,200 r u
LOCATIONS ON THE PLAN INCLUDING AN ELEVATION VIEW OF THE i' " 'o R_-fit' ~ - ' ~1 r u FENCE INDICATING FENCE HEIGHT, MATERIALS AND COLORS. ~ - ~ Y\
PROP05ED LANDSCAPING ASSOCIATED W'TH THE FENCE - W v ~ _ 414 46 t,, ~ IMPEPVIOUS SURFACE AREA 2 Y i~'
INSTALLATION, AS REQUIRED BY THE ZONING ORDINANCE, MUST ALSO 1 1 i l Y ,tip ~ ~ U, 71 I ~ i' N ' BE SHOWN ON THE ENTRANCE FEATURE PLAN. 1 ~ ` y \ a"~ \ \
I. THE TOWN OF GARY SHALL NOT ALLOW RECORDATION OF LOTS i tie'- 'yam'-~''~"`' ~ 1 tr7o t ~ ~ - ~ - _ - _ SETBACKS 28,62
UNTIL THE NORTH SEWER INTERCEPTOR PUMP STATION IS --m~~--~~_- , ~y 1 ' ,~c~_t: ~ r ~ ~,f~~~+~ t1f~-mrt''i ~ ~ ~ , FRONT YARD COLLECTOR ROAD 25 v O~i- l1
PERATIONAL ~ Y0~ - ~ -zoE~ _ _ i A 1 ,z- p ~ ,o~i,o:-u~ ~x ' _ O NOTE: . ` rq~, / , ~ / ~ r'~' ~ ` .,~R ~ - _ n ~ L166 - etss , tv MINIMUM AVERAGE WIDTH g5 n, ,1 6 ~ y /
N RAL NOTES I RANCH IS / GEE ~ DEB
A N TRU TION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY STANDARD SPECIFICATIONS AND rein °i~''--,~__ f1~ 'ffip s "y L LL COS C --~z~-_ _ ~3.--' ~ ti , ~i ~ f i ~x~ w Lr ti u \ \ SIDE YARD (MINIMUM) 10 f r~ t 1 4!',~ , _mt~' - ,rags ~ -
DETAILS AS REVISED JULY 1, 2004. ` °j i ~ t u5: . ~ REAR YARD 20'
P P THE RIGHT-OF-WAYS SHALL BE 50' AND STREET WIDTHS SHALL BE 27' BACK TO BACK - ! r a a' 2. ALL RO OSED S ET r _ _ _ _ - $ ~ v'~ 1 ''two UNLESS NOTED OTHERWISE. 1 - r / ~ ~ J ; ~ ' y- - . ~ _ ~ ~ ~ ,tip ' ` CORNER SIDE YARD (FROM R/W) 15
3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED PUD DOCUMENT. CHECK THE CARY ORDINANCES ~ ~ ~ 1 \ \
FOR PORCHES, DECKS, GARAGES, ETC. J r - - }aka- _ _ ° " - ~ _ . ~ , ~ ,i y \ ~ 1`~° ~ ~ `.-x~~---tea
NSTRUCTION IS COMPLETED AS PART OF r fib: . ~ - ~ i ' ~ 4. UTILITY AND PIPELINE EASEMENTS SHALI BE RECORDED AFTER CO , - mice--~rar~,,! ~ 7 ~ i i \ \ tf56 ~~Fiu-- ~2~ ~ y `tea,,
i THE SUBDIVISION PLAT. ~ , _ - ~ ~ -1-~ ~ ~ , _ - F I ED ON SURVEY BY KENNTH CLOSE, INC. ~ ~ 1~& i ~ ~ a \ ~ T ~ - - ,tart' o~ i a ~ `t -4VE L'AI~DSa--- C N
5. BOUNDARY IN ORMATION S BAS ~ J ~ ~ , 6. DESIGN BASED ON TOPOGRAPHIC SURVEY BY KENNETH CLOSE, INC. ~ -~'r~t' ~ 313 i I ~ 312
C ''°p ~ ~ , PARCELS FOR 37t83C0280 E DATED MARCH 3, ` ~ ' • 7, FEMA 100 YEAR FLOOD PL41N IS NOT LOCATED WITHIN THESE ` > . - c ~ ' . ~ ~ 18 864 SF ' ' ~ ~ '
1992 ~ ~ ~0"` ' , ~ , 16,197 SF, / i ~s \
8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF -f Y ~ ,r'~ I 1 ~ ~ ~ _ . 1 EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY ~ ~ U . ' ' ~ 311 ' _
AS APPROXIMATE. C ` --c~"~ ~ ' 14 ~ 3 ~ l 311 ~ Ja N Zr2r
9. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF CARY STD. 3.16 (REVISED ~ ~ ' ` + 7 14728 SF i i z W 1 r----_---~ "gyp ~ \ r \ 1
R TIN ~ ~ i r ~ ~ 14, 28 SF ~ 4/19/01). HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTE SEC 0 S. , \ a ' 15,642 SF ' Q + ' ~ ~ ~ I ~ , \ w ~ ~ ~a r~',_L 222 PF,. 309 ~ ~ 308 ~ ~ ~ y , r~°`" _ - 1. ~ 'i
r- F- I ~ I ( a C ' - ~ ~ 10. ALL CUL-DE-SACS SHALL HAVE A 45' RADIUS FROM CENTER TO THE BA,K 0 CURB, r ~ I < ~ I - ~ ~ 1 ' ~ I ~ R 1307 ~ ~ so.o ' \ ~ `~r 305 ~ ~ ' ~ ~ ~ " ~ 15557 SF, - e ~ I 306 ~ I ~ ~ I ~ ~ ~,_,~c~"~ ~
R INTERSECTIONS BACK OF CURB RADII ARE 25' UNLESS NOTED OTHERWISE ~ I y ~ _ _ - _ ,p .f~ 11. All ST EET , 1 ~ ~ ~ 15,803 SFg ~ ~ ~ ~ i i i z14,759 SF ~ i
12. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W S OR SHOWN OTHERWISE. ~ ~ r ( 310 THE TOWN FOR REVIEW AND ~ ~ ' 310 ~ ~ ~ ~ ~ F ~ ~ 14,722 sF~ 304 14,529 S , , ~ ~--------J L_ ~ ~ ~ ' -
T INS AND POST SHALL BE SUBMITTED TO I 4 13. ALL SPECIALTY S REET S G i , APPROVAL IN ACCORDANCE WITH TOWN OF CARY POLICY STATEMENT N0.85 PRIOR TO INSTALLATION. ~ Sao $ , ~ ~ 16,256 SF-' ~ ~ --'-J ~ 16,796 SF ~ ~ --race' _ - 16,256 SF- _ ~ / --c -
IN Y HOMEOWNERS ASSOCIATION. ~ ' 315 _ 14. COMMON OPEN SPACE SHALL BE MAINTA EO B ~ ~ ; _ a w
15. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS. \ ~ ~ 19,627 SF ~ IPF " ~ 303 N s eir ~ ry
1 INEATED WETLAND AREAS SHALL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UI~l.E'SS ~ 3\ 4 N sfi'as's~° Mae.2z' ? n ~ ~ ~ , 6. DEL 16,112
U.S. ARMY CORPS OF ENGINEERS AND NCOENR. Wj;LV : ~ 'I ~ ~ SPECIFICALLY PERMITTED BY THE ` ~ ~ , ~I ` p,~ , E EASE?~ENT / , 25' SIGHt DISTANC _ _ _ 0 ~ , ,
T ASSOCIATED WITH STREET LKiF1TING ~ ~ ~ ~ , ~ 316 J ~ 17. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COS r----- , 302
ALONG ALL PROPOSED STREETS, ADJACENT STREETS ANO THROUGHFARES AS REQUIRED PER TOWN 0 CARY N 18,960 SF , POLICY STATEMENT N0. 13. THE DEVELOPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHt COMPANY IN 1~ I 341 ~ OY y"O P ~ , ,15,777 SF ~ ~ /
P A STREET LIGHTING PLAN FOR THE SITE SUBDIVISION PLAN PRIOR TO CONSTRUCTION. ~ r ~ ~ ~ LL ; ; , ~ ~ ORDER TO DEVELO / ~ ~ ~ ~ ~ ~ 1 7 F~ .~3~ i i , 637.22 ~ ; --\i 21, S, =C) ~ ~ ~ v
A TIN F ROAD IMPROVEMENTS MUST OCCUR PRIOR TO RECORDING OF LOTS OR A BOND MUST BE 1 ~ ~ o ' 18. INST LLA 0 0 ~ t. ~ ~ ~ REB,/~R ~ ~ ~ ~ ~ U ~ ~ ~ ~ ~ i~ ~ ~ ~ I
POSTED, ~ ~ Q ' 317 FOUN , ` 3,, ~ 34i 1 ~ ~ ~ , N BB'39' W ~ 3~ . ~ 340 ' ~ ~ / 344 345 ~ i ~ 346 ~ r d - ~ ~ 17 324 SF
R TREET SHALL BE OF UNIFORM DIMENSIONS, ~ ` ~ 2', \17,77 19, FENCING PROPOSED ALONG A THOROUGHFARE OR COLLECTO S \ ` ~ 'b7,592 SF S,~ A11,774 SF ~RF '21,982 SF; '17,902 5F , 17,220 SF1/ ; ~ ~ dF' , ~ _ ~ Q ~ ~ ~
F PROPOSAL IS NOT PART OF THE APPROVED SITE DEVELOPMENT PLAN, ~ MATERIALS AND COLORS. IF A ENCE ~ ~ ~r ~ 6~ , - , ~ ~ ~ ~ 347
T INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A n ~ a ~ ~ oox 6 39 THEN INDIVIDUAL LOT OWNERS WILL NOT BE ALLOWED 0 ~ ~ ~ ~ ~ ~ , ,p ~ R~ 3 THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERTIES ~ \ ~ ~ ~ 339 ~ ~ ~ ~ ~ ~ ~ , i i i ; ~ , ~ , 14,697 SF ~ / 348 ~ ' ~ .J
R R N SHRUBS ON THE STREET SIDE OF THE ~ ~ ADJACENT TO THE STREET. IF A FENCE IS PROPOSED, THEN EVE G EE \ ~ ~4$,U87 SF ~ 342 ~ , 1,087 SF ' ~ 343 ~ ~ ~ _ ~ _ _ ~ ~ ~8, 3 SF C7
RE UIRED. FENCING ALONG A THROUGHFARE OR COLLECTOR STREET MUST ~ ~ ~ ~ FENCE AT A 5 SPACING WILL BE Q e ~ ~ ' . ~ ~ , 19 235 SF / ~ ~ - _ - J 15,361. ' ~ ~ h, ~ W
FIRST BE APPROVED PRIOR TO INSTALLATION OF THE FENCE. ~ ~ r~ , 20' ~ ` ' 15,769 SF ~ ` _ ~ ~ ~ ~ V ~ 0 . _ o
PA PARATIN~ TWO ` ~ 20. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED. OPENS CE SE 338 P ~ ~ -
PARCELS WILL BE RECORDED APPROXIMATELY HALFWAY BETWEEN THE PHASES WITH THE ADJACENT RASE. ~ I i , ~ , ~ r , . ~ c' i r i px 0 3 , ~ , - ~ ~ 349 / , ~ ~
F R I )ENTIAL LOTS SHALL BE ~ ~ I ~ `19,929 SF / , 21. ALL LANDSCAPING WITHIN STREET RIGHT-OF-WAY NOT ADJOINING SINGLE AMILY ES ~ I c' ~ , ~ ~ 332 / ~ ~
' Id IANS AND TRAFFIC ISLANDS. ^ I ~ ' ~ ~ MAINTAINED BY THE HOME OWNER S ASSOCIATION IN PERPETUITY, INCLUDING ED i 318 337 , , ~ ~ 333 I ~ ~ ~ ~ 1Fs3s SF - ~ - - ~ ~ ~ ~ ~ 20 947 SF ' / ~ ~
22. AN ENTRY FEATURE PLAN SHALL BE SUBMITTED FOR REVIEW ANO APPROVAL PRIOR TO APPROVAL FOR THIS I I I W ty, I ~ 20 087 ~ 0 ~ 16 SUBDIVISION PLAN. a ~ W ~ f ~ 1615osF ~ ~ ~1, ~ ~ 351 ~ _ / 5 F ~
33 ~ 334 ,17,987 s _ _ ~Q ~ _ r 1. _ , '
23. STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ADJOINING DWELLING SHALL BE ,y ~o \ SCREENED FROM OFF-SITE VIEWS. EXCEPT WHERE DEVICE PLANTINGS ALSO SERVE AS BUFFER PLANTING MATERIALS. ~ I $tyr~ ~ y \ 336 ~ ;16,2 2 SF ti,'~ ' ~ ~ ~ 17,104 SF, , 331 ~ - ~ ~ ~ 16,150 SF ~ ' ~
~ ~ o 319 , I THE PUBLIC RIGHT-OF-WAY EXCEPT WHERE INDICATED ON THIS ~ ` ~ ~ ~ ~ i ' ' ~ 16,292 SF~ ~ ' ~ ~ ~ - ~ ~ - -t7~265 SF _ ~ ' J ;
24, ALL SIGHT DISTANCE TRIANGLE ARE WITH N A 10' x 300'. ~ H INTERNAL SIGHT TRIANGLE ARE MEASURED S ~ ~ _ ` S EET. \ ~ _ ~ ro 20,142 SF 320 ~ _
A FF RS AND FENCES IN BUFFERS WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL BUFFER AND ~ \ E ~ ~ ~ ~ 25. LL BU E ~ \ , j l > IGH7 DISip E €ASfMENT , ~ 350 ~ ,
H AS SEWER WATER AND STORM DRAINAGE UNE EASEMENTS. / r``.~ - ~ , 18,015 SF. - - - STREETSCAPE LOCATIONS MUST BE FREE OF ANY EASEMENT SUC , - ~ ~ 1 15,748 SF , MAY ~ ~ 2~t1~ ti - ~ _
N INDIVIDUAL LOTS WHERE INDICATED ON THE SITE ~ ~ ~ ' ~ ~ ~ 26. SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED 0 ~ ~ ~ ~ , ~ I m 3 ~ 1s,ozz s~
PLAN, y , ~ 0 , S,~ V v 2j, , ~ m ~ - - ~ r-- _ - - - ' - ~ J ~ p~rV~ - w i X11 i~ A61~Y' Q ~ - " ~ ~ - - ~a
T R ROAD AND ASSOCIATED SIDEWALK ~ `L ~ ~ Q 27. A LETTER OF CREDIT WILL NEED TO BE PROVIDED FOR YATES S 0 E CONSTRUCTION PRIOR TO LOT RECORDATION. / l O ~ ~ . ~ ~ 321 ~ ~ ~ tp Y e r, o - - ~ - 1~ ~6j f `g ~ _ ~ , ANN , ~ ' ~ r ~O ~ R~~~ ~ ~ ~ ~ ~ ~ 353 ~
1; \ ~ ~ ~p ~ ~ ~ ~45 0 O ~ 0 - 329 ~ z~' B e > O - - - - - , _ _ _ _ - , ~ 328 ~ 1 ~ 330 ~ - ~ ~R~' r
. \ ~ F ~ Z' ' 18,040 S , ~ ~ Q' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5a~ R~'"18,062 sF ~ 17 719 SF i ~ ~ , i i
' ~ ~ I r R 1 - '-~s-..~ '~.tr ~ . s.04. W , ~ 327 ~ ;15,460 S-F~; ,-'15850 S~ - - ~ 3. S 87 4 -r ~ T„ T ~ ~ ~
N 88'3727" W 1061 37 z _ _
- - - 1 ~ 324 ~ ~ ~ 326 15,599 SF ~I t - - - _ ~ - I p RF IPS 325 ,I, ~ ~ ,
~t I ~ Lf 22 ' W 19 ~ ~ ~ I ~ ' ~ ~ 17 085 SF ' ~
r' W ~ 119, 707 SF , ~ ~ - " " ~ J I I i
/ CHAEL S B L \ ~ 21, 23 Sf ~ ~ > ~ ,I~ ~ I I
TYPICAL REAR YARD LANDSCAPE PLAN / D.B 6 R PG. 49 ~ ~ 323 ~ ~ PARC 1982 ~ ~ , N 3 ~ 2 ~ ~ ~ " ~ N ~ ~ ~ 1
For lots Rocking Up To Each Other / T.. -4 W ~ I 24,54 Without Adequate Exlstmg Vegetation ~ PIN ND 724+01-7852 ~ _ 1 I I ! 20,141 SF 24,544 SF ~ r_____- / 41 SF I ~ p /.~D. DIXON ~
PLANT MATERIAL SHALL CONFORM TO " fi ~ j \ i ' ~ APART OF ~
TOWN OF CARY APPEARANCE MANUAL y I b , /D.B 2354, PG 480 ua / PIN NQ 0724,01-37-5633 mucn~ L, - / e"s r~ D.
~ 1 ~ / ~ ,o I I / B,A
~ ~ 1 a / ~ 1 PIN A
~ / / ~ 1d ~ / , ~ I 1 ~ , ~ / f
/ 't ~ ~ ewP 4 / ~
Pl (1YP ~ I _ r W J ~S / 1 E?~' APPROVED
/
a • ~ ~ ~5 / TOWN OF CARY
1 I, d g SHADE TREE I ~ ~ \ ~ 7 ti / PROJECT # 05-SB-03
~ SHRUB 1 ~ ~ N /
~ wl ~ i / \ O 100 200 / Approved by Date / Planning Date
~ TAI 100 / ~ ~ z ~ TYPICAL REAR YARD DE L w NT - - - ~ OR ANO CONStiRiI ~ 1 Engineering Date
S - 1
SCALE: 1 100 ''pt
Desi ner Scale $ No. Revision Date B s
A TOWN OF CARY 1 st REVIEW COMMENTS 4/25/05 EWS EWS 1 100' a WITHERS R"ENEL IL ENGINEERS I PLANNERS I SURVEYORS
B TOWN OF CARY 2nd REVIEW COMMENTS 5/31/05 EWS Drawn By Date WELDON RIDGE 0 CD APPROVAL 7/19/05 EWS EWS 3/7/05 SITE PLAN Sheet No. M
Checked By job No. PHASE 11-B r J 111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469.3340 fax: [phone] www.withersravenel.com
q JAB 203072.13
9 Y

N RA~ NOTES STORMWATER DETENTION DEVICES VISIBLE FROM THE f2EAR YARD OF ANY ADJOINING TOWN OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NOTES M~~A TOC 5-S -014 ANY ADJOINING A. SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN
GEE 23 5 MINIMUM LQT LANDSCAPE DWELLING SHALL BE SCREENED FROM OFF-SITE vIEWS. EXCEPT WHERE DEVICE ERE DEVICE REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN, IF PHASE SF5 SF-5/ 1 SF-5/ 2 Total
C - - T WN OF CARY STANDARD SPECIFICATIONS AND DETAILS, PLANTINGS ALSO SERVE A5 BLiFFER PLANTING MATERIALS, YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST
? RETAWED TO THE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 0 EXiS11NG VEGETATION WILL BE THE LATEST REVISION. SUBMIT AND OBTAIN AP PROVAL OF A UNIFORM 51GN PLAN PRIOR TO ZONING FOREST OAKS PDD - SF-5 WAY EXCEPT R LEASE pF P TS FOR THE RECORDING 4F LOTS (IF THE E lA
h XIMUM EXTENT POSSIBLE, 24. ALL SIGHT DISTANCE TRIANGLES ARE WITHIN THE PUBLIC RIGHT-OF-WAY EXCEPT ~A' - - AYS SHALL BE 50' AND STREET WIDTHS SHALL BE 27 BACK TO BACK UNLESS WHERE INDICATED ON THIS SHEEP, INTERNAL SIGHT TRIANGLES ARE MEASURED AS 2. ALL PROPOSED STREE. RIGHT OF W N APPROVED UNTIL R S F,'R E 20,77 20,87 41,55 MEASURED AS APPLICABLE). PLATS TO RECORD LOTS CA NOT BE G OS ~ EAG
~ AFT R DWE LiNG CONSTRUGTION EACH LOT SHALL NOTED OTHERWISE, 10' x 300'. E L ~ SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED PUD DOCUMENT. CHECK THE CARY ORDINANCES FOR THE UNIFORM SIGN PLAN HAS BEEN APPROVED. OPEN SPACE ' RECREATION !
HAVE TE F01_LOWING REQUIRED PLANTING: 3 PORCHES, DECKS, GARAGES, ETC. 25. ALL BUFFERS AND FENCES iN BUFFERS WILL BE M,4INTAINEO BY THE HOMEOWNERS AT Y AS / HOMEOWNERS 8. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQU EL ACREAGE
4 UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF THE ASSOCIATION. ALL BUFFER AND STREETSCAPE LOCATIONS MUST BE FREE OF BE FREE OF REQUIRED, Q.E, BUFFER TYPE A, B, C, AND 100' THOROUGHFARE EASEMENTS. CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT R W .ACREAGE 3,94 2,46 6,40 '
~ fr nt and one in the rear and ~ ANY EASEMENT SUCH AS SEWER, WATER, AND STORM DRAINAGE LINE EASEMENTS. a) 2 LARGt TREE (orle In the o y Y ) SUBDIVISION PLAT. / TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE
MATURE SIZE = 4C'-64 H 5. BOUNDARY INFORMATION IS BASED ON SURVEY BY KENNTH CLOSE, INC. 26. SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED ON INDIVIDUAL LOTS ~ I PLANTED SIZE = 2" GAL, & 8 H 6. DESIGN BASED ON TOPOGRAPHIC SURVEY BY KENNETH CLOSE, INC, WHERE INDICATEfl ON THE SCfE PLAN. DRIVEWAYS SHALL BE LOCATED OUTSIDE OF 'IDUAL LOTS SHOWN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS. NET ACREAGE 16.83 18.41 35.24 OUTSIDE OF
~I 7. FEMA 100 YEAR FLOOD PLAIN IS drOT LOCATED WITHIN THESE PARCELS FOR 3718300280 E DATED MARCH 3, SIGHT DISTANCE EASEMENTS. C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE PROPOSED NUh~BER OF LOTS 69 44 113
ta) 2 SMALL TREES (one in the front yard, one in the reasr yard) MATURE SIZE = 15'-40' H 1992' WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO I, • _ THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY PROPOSED DENSITY DU NET 3.0 2.3 2.7 i
, 8' H 8. CONTRACTOR SHALL VERIFY LOCA'flON OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF 27. UNIFORM SIGN PLAN FOR WELDON RIDGE SUBMITTED UNDER TOC#05-LISP-003. PLANTED S,ZE = 2 CAL. & LISP 003. ( / (~D)' ACPE
, EXISTING UTILITIES SHOWN ON PUNS IS BASED ON BEST AVAILABLE INFORMAl10N BUT CAN BE CONSIDERED ONLY 0. ALL ABDYE GROUND UTILITY EQUIPMENT AND FACILITIES
c) 4 LARGE SHRUBS (Haar foundatian) AS APPROXIMATE. MATURE SIZE = 5'-$' H 9. ALL HANDICAP RAMPS SHALL SE CONSTRUCTED IN ACCORDANCE WITH TOWN OF CARP STD. 3.16 (REVISED ASSOCIATED WITH ON -SITE ELECTRIC, CABLE, TELEPHONE, GAS OR MAXIMUM DENSITY (DU/ NET 3.0 3.0 3,0
PLANTED SIZE = 30" H 4/19/01). HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTERSECTIONS. OTHER SIMILAR UTII.ITI' SHALL BE LOCATED IN THE SIDE OR REAR YARD ACk'E) AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH
-CURB. 10. ALL CUL-DE-SACS SHALL HAVE A 45' RADIUS FfiOM CENTER T4 THE BACK-OF EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF MIN LOT SIZE ALLOW 7 700 7 700
ne r foundation N BACK 4F CURB RADII ARE 25' UNLESS NOTED OTHERWISE d) 8 SMALL SHRUBS ( a ) 11. ALL STREET INTERSECI'10 S ALLO W FOR ACCESS. ' A 5' CLEARANCE AROUND THE STRUCTURE TO W ADDITIONALLY, ANY SIDE Of THE STRUCTURE HAVING A DOOR OR MIN LOT SIZE PROPOSED 7 546 7 764
MATURE SIZE = 2 -4' H 12. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W S OR SHOWN OTHERWISE, PLANTED SIZE = 2O" H 13. ALL SPECIALTY STREET SIGNS AND POST SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL iN LOCK, THE PLANTINGS SHALL ALLOW FOR A t0' CLEARANCE. THE ' '
A RDANCE WITH TOWN OF CARY POLICY STATEMENT N0.85 PRIOR TO INSTALLATION, AMOUNT 4F CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT AVERAGE i_OT SIZE 9,231 9,950 9,516 ' MATERIAL AT MATURITY.
z HA L BE PRESERVED CCO EXISTING VEGETATION OR PLANTINGS L 14. COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION. STRf'E'I~S LF 3,149 1,952 5,101
AND/OR PROVIDED WHERE REAR YARDS BACK UP TO ONE 1 , WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS. ANOTHER OR ARE VISIBLE FROM THE REAR YARDS OR STREET. 5 E. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR WITHIN 5' of A sIOEWALK. WATEFZL'NE LF 3,068 2,101 5,169
i6. DELINEATED WETLAND AREAS SHALL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY THIS EXISTING ANDjOR INSTALLED LANDSCAPE SHALL MEET OR PERMITTED 8Y THE U.S. ARMY CORPS OF ENgNEERS AND NCDENR,
X THE PLANTING CRITERIA FOR TYPE 'B' SEMi-OPAQUE BUFFER. WITH STREET LIGHTING ALONG E CEED 17. THE DEVELOPER WILL BE RESPONSIBLE, FOR ALL INSTALLATION COST ASSOCIATED F. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE SEN~Ef; LF 2,$60 2,268 5,128 WORK 15 COMPLETED. THE FENCING SHAH BE REMOVED PRIOR TO
I A PROPOSED STREETS ADJACENT STREETS AND THROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY 4, NO LESS THAN 50 PERCENT pF THE MINIMUM LL , THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY SEWER FLOW 19,320 .12,320 31,640
P H BE VISIBLE FROM THE FRONT STATEMENT N0. 13. THE DEVELOPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHT COMPANY IN ORDER TO LANDSCA ING S ALL (CO). r A q DENUD_D CRE. 43,6 C
OF THE LOT. DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDfVfSiON PLAN PRIOR TO CONSTRUCTION. 18. INSTALLATION OF ROAD IMPROVEMENTS MUST OCCUR PRIOR TO RECORDING OF LOTS OR A BOND MUST BE G. NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS fNSTALLED
t 5. P,LL PLANTS SHALL BE INSTALLED PRIOR TO ISSUANCE pOS~D, AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSCAPE. IMPERVIOUS SURFACE AREA 111,556 69,652 1$1,210 ~ TH R INDIVIDUAL L07 OWNERS NOR THE HOMEOWNER'S ` NEI E INFRASTRUCTURE SF
OF A CO FOR EACH LOT, 19. FENCING PROPOSED ALONG A THOROUGHFARE OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, r P P T DE LO MENT LAN PR VED SI E VE IATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR ( ASSOC TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE -
I! P IS N T PART OF THE AP 0 MATERIALS AND COLORS. IF A FENCE PRO OSAL 0 SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN OF CARY. AVERAGE A~LOWACLE 5,700 5,700
' THEN INDIVIDUAL LOT OWNERS WILL NOT BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A LINE TABLE THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERI1ES {MPERVIOUS AREA PER LOT ~
uNE ~ ,LENGTH BEARING ADJACENT TO THE STREET. IF A FENCE 15 PROPOSED, THEN EVERGREEN SHRUBS ON THE STREET SIDE OF THE H. DECORATNE FENCING, PRIVACY FENCING AND ENTRANCE WALLS (SE• I L CATED WITHIN BUFFERS AND ALONG STREET PROPOSED TO BE 4 ~
I`I~ L i j 19.71 M4' 14'20"W FENCE AT A 5' SPACING WiLL BE REQUIRED. FENCING ALONG A THROUGHFARE OR COLLECTOR STREET MUST ice' RIGHT-OF-WAYS MUST BE APPROVED, PLEASE SHOW ALL SUCH ESTIMATED Ir~PERViOUS 393 300 250 800 644100 LOCATIONS ON THE PLAN INCLUDING AN ELEVATION VIEW OF THE ' '
121 45.36 568'44'10"W FIRST BE APPROVED PRIOR TO INSTALLATION OF THE FENCE. L3 43.64 N87`00'47"Vd R~ RED RS LOTS ARE RECORDED. OPEN SPACE SEPARATING TWO PARCELS , F INDICATING FENCE HEIGHT, MATERIALS AND COLORS. SURFACE; l.OT AREA ENCE
20. ADJACENT OPEN SPACE WILL BE - _CO D L4' 21.20 N56'07 34"W WILL BE RECORDED APPROXIMATcLY HALFWAY BETWEEN THE PHASES WITH THE ADJACENT PHASE. PROPOSED LANDSCAPING ASSOCIATED WITH THE FENCE l RF R A 504 857 320 452 5 310 R IRED BY THE ZONING ORDINANCE, MllST ALSO IMPERVIOUS S J ACE A E 82 , INSTALLATION, AS EQU -
` T f21 T-OF-WAY NOT ADJOINING SINGLE FAMILY RESIDENTIAL LOTS SHALL BE 5,93 S59'25'04"W 21. ALL LANDSCAPING WITHIN STREE GH 'j' ~.i^y BE SHOWN ON THE ENTRANCE FEATURE PLAN, SETSA.CKS
TTY INCLUDING MEDIANS AND TRAFFIC ISLANDS. ! ' ~ _ L6 36.77 S43'09'S1 "W MAINTAINED BY THE HOME OWNER ASSOCIAITON IN PERPETU , V PRIOR T4 APPROVAL fOR THP; " / T M N MENT WN f CARY SHALL NOT ALLOW RECORDATION OF LOTS ' IUMENT L THE TO o I FRONT YARD COLLECTOR 20' 20'
L7''~ 18.21, N52'S3'27"W 21. AN ENTRY FEATURE PLAN SHALL. EiE SUBMITTED FOR REVIEW AND APPRO AL MAJOR EN RANCE O U / - F LS-4 FOR UNTIL THE NORTH SEWER INTERCEPTOR PUMP STATION S
8 8.66 S68'31'S1"W SUBDIVISION PLAN, ~ SEE SHEETS LS-1 TO LS 4 OR ! L9 23.49 N38'02'01"W 22. THE DEVELOPER SHALL PROVIDE EACH DWELLING UNIT WITH A TOWN OF CARP APPROVED ROLL OUT 50Li0 WASTE ~ + ' DETAILED INFORMATION ,a 'la OPERATIONAL. RO,~'D
1 " ~ 1. 1 7" COLLECTION CONTAINER. / o _ uj 8 N28'365 E / MINIMUM At1E2AGE WIDTH 65' 65' r ~
Ll i 29.39 N51'45'S3"W 23. DRIVEWAYS SHALL NOT BE PLACEC IN SIGHT DISTANCE TRIANGLE EASEMENTS. / 6 ii/ ! \ ~ r~ SIDE YARD (MINIMUM) 7 7
SHALL NOT BE ALLOWED DRIVEWAY ACCESS TO SENTENEL FERRY kN (ROAD ' ,i~ ,r` ~ \ L12( 16.06 S70'09'49"W 24, LOTS 503, 512 AND 522 _ ` , SIDE YARD :AGGREGATE 15' 15'
L13 6,92 N29'04 35 W / ~ ~ i~ ~ ~ ~ ~ L141 19.95 N00`12'24"E / F' iii „a ~ ~ ~,''~t ~Q ,
i L15~ 20.58' N46' 1 T24°W / ~ \ s v v n` + \ t c REAR YARD 2C' 20 s , \ _ _
! L16 20.60 555'58'04"W r~ y / . ~ ,y~' 'v e~\~ ~ ~ t' a YAR FROM 1 15' ~ CORNER SIDE D ( ~ ~ I
L1 12.9 N79'3 39
X18'I 9.24 N1$'13'21 bl / ~F a" "'i/• \ ,y. ~~.v, ~ A,v~. ~ tt~. ~ BUFFER SETBRCK i) 10
19 41.18 '01'50"W' F' y \ \ \ 120 30.11 S38`10'56'1V r/ / / / \ ~g
LL 11 „3.92 N52'34'13"W / % ~y r'~~ / ~ ~ ~ `l- I~ v \ \
~ 1.22 ~ 20,68 578'24'30"W / 'J ~ ~ . ~ S 1PF L80 ~ ~j . , \ j
L23 2.6 S53 59 24 W / / ~ ~ ` ~ / s1 >y. . . L46 ~ DEVELOPER; OWNER; . .
.2 _0.2 N53"03 11 W / p~~- ~ i~ ~ ~ ~ Q I ~ L47
_ 8.13 / % i~ ~'~r / 3 ' 1 f`.. 2 ~ ~ . L2a 2 N88'5943'W ,/l •f% .t.,~ / r „r' / ~ ~ NEW 6 1 1 ~ `,t d _ 8• 1 i 0 ~i n ~ L26 11.04 N76'ST49°W / ~ , ~ ' ' ~ SECONDARY ENTRANCE MONUMENT . ~ PARKER & ORLEANS I•i)MEBUILDERS, INC. PARKER & ORLEANS HOMEBUILDERS, INC. i ~ , SEE EETS LS-1 TO LS-4 FOR ? ~ ~ ~
ri', / SIDEWALK 66 i~ ' 1 ~ / /i,. ~ 1 i~ ~ r i i 9 ~ f' zfi J \ 7 a~ 2 . 1 7 20.8 "W , L2 7T 15'52 r' f N _ 1 , ;,AMES JACKSON EVE 211 JAMES JACKSON AVE, , D I ED INFORMAT 0
L28 47.02 583'54'09"W NT / ; ~ J44 i 10,410 sc i 9.113 s~~ ~ ~ SECONDARY ENTRANCE MONUME / g / ( ~ ; ~ ~ ~ CART'', NORTH CAROLiI,.:`~, 27513 ARY, NORTH CAROLINA, 27513 ti 4 -
L29i 73.47 570'22'54"W - T LS-4 FOR / ~ j~„i ~~,r ,r/y~~r~% QF.1 / i > s4, h`' ~ ~ 5 ! 1 ~~1 2 ; 46, a _ SEE SHEETS LS 1 0 / ~y , ~P \k/ i ; .4s' 4 ~ ,gig''=~ r``'\ IEL (919) 380-722 FAX, [phone] EL [phone] FAX, [phone]
i ~ i ~ / „l/" 0 ' / 19 i~ . i' ~ 10.854 SP i it i 4 Q, 7.747 SF a i~ . ~ ~ ~ 5 {_y- 2a 52 55$' 11 1 O ~ DETAILED INFORMATION / y9 / ; ~ ~ - L - ~ ~ t3F. / f8 ~ ~ ~ ' ,>,Q_ 590 T/, 29 , ir\ ATTN; BRITT SPIVEY TTN: BR1TT SPIVEY
_ L~, 17.19 N43'27'S9"W / if' ~ vi/ a~~g5~ / ;1r, 12.421 h ~ ~ `\a i N s~, ~ ` 32, 59.02! _ N49'2B'39°W / i" 9.073 sv ~ ' , , ~ + ~ 4~ ( fiX. - ~ ~ '
L_ L33 2Q.33 N73'18'S9"W / 8+``r'` /i' e~ J •,i 3 i i~ ! 9,9W sv ` ~..\`'s. ~ 979s s~ //~~7 r ~ ~ ' C~' ,,.cs~: COi~IACT/CONSULTA~ ~
i. / „ i' 7~ ~ ~ T. ` i rpm ' I `C L :.3d~ 13.50 N56'S7'23 W, / / , ~6~ < 2a 'ate .~i TAM ~ ~ s< i TNI • W. • > WITHERS & RAVENEL., INC.
`i5i :a ^~i N35'GO'20 tf.t / rr,,i ``i., ~y / ` TV \ ~1.i84SF i 1 bj / ~ ~ i 1! 1 ` F,R, / ; i \ i .A.-165,00-~ S i ' ~ ° • ~'"+•6' TOWN OF CARY ~ ,P 111 MACKENA D PROJECT -CB- 14
! 36! z, 24 N5T29'31 "W / 4F ~ i ; ~-~N4~a- - o. ` ~ i ~ / i9a. ` 11,810 SF ~ 53. , ` ' i 23 tµ .1x1.39 ~ N t3~41 5f I ._37, 77.01 N49'S9'31 °Vd / / -pe~F, ~ ~ ~ ~ M 15* p 1 ~i i ) n ~d .9525 ,7 a ~ ~ CARY, NORTH CAROLINA, 27511
L38i i,,.5i N71'23'01"W / r ~ ~ ~ ~ Ir { N ~ 1o s~ry ' „ /'i f 't , ~ ~ j 08 - rq _ s • V ' y~~ / ~ .228 O ; \ ~ ' 'o• \ ` o APPROVED 12 1 05 ' ~ \ TEL. [phone],40 FAX. [phone]
L~ „9.~.. 572'35 14 W ,i./ ~ ~ '(F' v% , l ir20A1~. a; r i ~ ~ 48 r~ , a. ATTN: ERIC W. SIMPSON, PE
( i_40f 45.,04' 537'25'10"W / .%a/ i j/` 430 i 13.142'.rF ~ ~1 16 ` ~ it 7a501'`'~ ~ h 9A8dSF ~ ~ i 8.389 SF ' i 7 \ . ~j~ , • o ~ 10.0,2 8F \ . -
L4ii X6,96 N84'17'23"W ~ 1i11~' , 21 pr `~d ,ors ~ ( Rai 9.zzs 6~ 1---- _ f , r ~ i i / i 1 P~ i,..i t 8.418 5~' ) ~ ~ ` } .33 ~ ~~y* 5~ 5~ ~ ~ > WAKE COUNTY PIN NUMBER 0724.Ot-38-4220 (PORTION)
' L42 25.94 N46'15 22 W r f f 7 t f d i ~ K 10.932 SF n s a l• ~ 7 ~ •25.84 ~7T~ ~ / . 6 9, 0 SF ~ ~t o t f-_ r 1 / j 's/'~ f ! I n/! t'~ ~ i' ` / R.,. 'r =SY02'tT 4~. L43 _ 81.60 S01'44`51 "W ; , • .d , / + . ~ { ~ ~ i , .v^%~' $ n~a ; % ) Q a < ~ . rj h \ \ ~ , ~ V ~ 0725.03-41-2042 (PORTION) I \ \ h \S9 ~~F.
~---1_~ / ~ ; ~ij Dui .r i •''v Ate. I i 1. i i i ~y ~ / ~ ~ i ~ / ~ r / 45 L44 59.43 $80'10'57"W / 6 ~ ' ~ \ o
I-__--- ~ ~ / 33 ~ ~ 15 ~ 22 ' 1, 8.388 sF ~ . for ~3' ~ ~ ,SITE 1.45 22.74 562' 34'04"W l ° ~ ~J q~i ' \ ks ;,Y ~ O rn r 9 ~ 1 11112 SF ~ ` 6 SF \ ~ ~ 1 t EfSEM ,s~E" 9 \ ' ~F~ , ~:s NOTE;
/ SP. } 90145E ~ 1 1 l,; ..r SF ~ L , 6 17.12 N56 20'21 "W ~ ~ ~ 0,50 sr,,^~ ` 35, ~ 9,345 \ \ a fir. , _ ~ \ o ~ ~ ~ ; ~ ~ n ' ` ~ 9 \ ~ ~ ~ i r,. ~s. ~A'' THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR i
L I a~ N07'5508 E '.~,a ~ ,,m ~ ,'r i' / I y ~ ~ R , ~ _ ~ sv t 't I .E ° i \ _ Y7B`_ _ J ^1 i.. / . \ d, i i \ \ i i• / <t! ~ / ~ 8.528 i s WATERSHED PROTECTION ORDINANCE JORDAN LAKE J , 652a ~ ' ' ~
~4~! , ~ N29'25'46"w / d s - r ~v. s, ~ ~ Io7,o ~ _'..49 25.25 NOS"23'57"W ~ / 'II.e31 sr ' 1 r' to ~ 1 ~ ;Q 1 roe 18G00 1o sF ~ i i ~ 'ss WAT R HED AS A Hl H DENSITY USE WITM THE
a d. ' ~F' ' ~ r ~ ~ L r' ~ s4, ~ 4i ' o i ~ 1.764 CDR). ; ' f ~ ~ ? N~ ' 10.932 s tAU~'t49 6a 70.67 \ L501 ~ ..24 N15'45'09"W ~+4r~, , - t ti ~ a. ~ O S9 el ! r \ PROJECT IMPERVIOUS PERCENTAGE f46A%, L ~ ~ i2 SF ~ ~
i-_ _ , ~ F ~ ~ ~ m, r ! 10.702 sF' ~ C ~ :r ' . ~3~ ~ t o . 7 ~ + , e . v~ r ~ ~ ~Y' i ? R 17aW ,1 ~ , j~ ~ / ~ S X11 ~ 48.9 N40'08 23 `W ,'r /o ,~s, in/ i s \ a573 sF ~ ~i,~, IO7,n ,o'L , ~ ,DINT SITE/TROJ4G . r3 rr - ~ ~ ~ ~ 9A \ i f 01 ~ ~ ~ TAM- 55.77 \p~ i NT erg'' ~ ` ~OI G ~ i ~ i ! \ ~ CONSTRUCTED WETLANDS MEET WATERSHED C a I ~ f ~ ` P m i \ REQUIREMENTS.
,.2i ,3.65) 575'04'53"W ~ ~ i IU~v t3 ~ % p r • a -'\36'19' 8'.'' . , \ ` ~ f ~ , ~ AC S.„ - - p 3~ ~ < ~ ` Ia.607 sr ~ P 12T o ~ sa i r i ~'l ! , 3~, \
~53~ 26.50 N3., 03`42"W l 7.900 sr r ~ o. ~ ~v. ~ ~ ,~i y~ i ~ DR1}( ~ ~ ~ 0.390 , % f ,5 ' ~ ~ 2 ; 4 . ~.,7s.. 11
_ L54i 38.21 N82'29`05"VV ~ . r~ ~ ~ ; PQ 0 v •a ,'ACE 12 ~V i V~.,, ~ 197x1 r. 1 s~ `9 , \ ~ ~ ,s I ~ \ _-3203 s5~ 46'Of3'W ; ~ P , 2 r,ESS az19 ~ ~ PaiNT ~ ~ n. , . R. z ~ ~ _ i a .4~:._ __.f ~.J i i ~ ~ ~ ~
_56 i ~ ~ •80 N64 27'50"W / ~ sss7 s 1 11 ~ ~ ~ ~ ~ 9424 SF ~ - _1'$0' ~ _ _ - ~ ~ i 5 dINT _ - fig. ! r i ~9 ~ , _.a ~ ~ ` i ' ~ 7 f IMP RV! S RFA PER T
i.57 ~ 17.2 7 ~ / ~ fV Po. 930.ga' ~ t 9.233 SF+ 3 •45 1~~~ ~ i 8,836 6v i + l r ' N~G'29 23"W r: _ ~ _ - - - ~ ~ 7 ~ ~ ~ ~ ESTIMATE 5, OOsq t E OUS U CE LO ~ r - - i r ~ , ~ a ,in a ~ 'ri i ` \ ~'G ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500sgft FOR I
~_58i ~6.1~i N41 0 '39"W b ,l ~ Co ~ 53 a i 'c j Q ~ h 1 ~ 1 i 0 ~ ~ f G~ t U. rub ad ~ v 1 v ` ~8~ . i i i ~ _ ' , il.. 71• ror , ~ u i \ y ~ ~ ~ 11,125 sF - -1?$' ~ i 6 0 i ! \ ~~fi ; WA K RIVES AND ALLOWS 1 200s ft FOR
_^~59~ 28.93 581'43'50"VJ bil f1f BMP ~ \ ~ t1~~ S~ ~"40' r- SIR CTED . ` Wr ~ 9 ~ 8.789 Se ~ / i ~ • i ~ / _ i 427 5F ~'I 1 L6G1 ? 7.04- N81'31'24"W ai" ! ~ ~ WE NDS 416 ~ V T ~ , _ , & + i 7b& ~ 6 bl ! 07 8 b 609 ' ~ ' 7 ~ ~ ~ 'Q/ • • - .'i i ,~.'~i +27 sc ~ i s, ~ . ~9 ~ " , OVERRUNS & ADDITIONSr t & i 7,8H5 SF ~ ~ 8.0,5 SF ~I ~ SF g ~ \ 6 \0• s2
, ~U.9~ Pd01 ,~0 30°E - _ ~ v0 ~ , P , r• - - _ + „ i j i t i ~ r ~ 8,ZO2 ~/if 10 c ~ 3~. ` , r . \
- Po ~ ~ i "I ;n 7,782 s~ 1 ,n N6T54'43"W i,~ ~ ti a. ~ ~ i ~ + i.._ _.1 L.-- _ ! 32 i ' 9.;i6 _ ~ ! ` i;, ~ ~ __..i' c t 5 ~ e,927 sr ` P ~ i 4 " ' + _ J L._ . _.J i ~ i 8233 SF / \A ' ` /
_ "'~o~_ ~l ~ ! r o i 16+ Y 'a ~ ~ 57 ! `Q. 8,503 SF ao ~ 9 - - 33 10..35 5 $'01'08"W \V t ~ i t i ! 7 ~ `s -4ti' 32' 30~ 32' 36" 33 35' a2. - ~l ~ , i 11 ~ \3 ~ B,A00 SF \
I 7 4.96 ' 1 4"W ~ s i 32 G 9 i ~ 9.7x4 5~ i i ~ i N' _64' N4o 9 3 ` i 1 r _ i _ i.~~._ ^ 1 4^ Y~ ~ / 1 r L 8,894 SF ~ 1 ' ~ ~yi~10.402 SF i' L. 5$" J -'r1~- r _ _ _ _ ~ r'- - --'1 r-___- ~~.i ~c ti ~ ~ It r, i ~ ~ i ,
L65 ~ , .6 i S68 „0 10"W r a I ! ~ ; Ep,Sp~ n ~ofi v, r J + l i i i ? l 1 r i - ~ n i ~ n{ 1 1 i i 2G.6_ ~ . r r~-. 5 - LF6j N56'35'02 `W p 1 ; ~ r" i , v &5ga sc i , + i 2 i 601 ~ \ \ .i > ~ \ \ \ ii 601 e°~ ! ~ j ~ 99 ' r ' ~ t2 ~ ~ ,2.,a9 sF \ „
gin, 44.79 N83'17'47"VJ ~ -me~nr i 1 ~ ~ 6S' ~ i i i ~ t 37 1~~ yf".~ 58 \ + ~ ' +8,4585F r11 evl i \ C 1 7,sz1 sr ~ eAaS sF' r F : cC! eA~s s~' T'I ! 8.+n SF ' ~ ' i ~ ~ tf,, _ ~7 ,
L58 33.22 "W r 1 L1721 ~ rr ~ 9b59 ~ i a ! i 35 i i 6 1 ' 9.180 SF ~ ' , 7" 2 41,494 SF ? 3x0 8.487 Sc i i 1 r , , i I N15'17 51 ~ ,,.ln_~.4- N ! t o M . r 4 .1, r ~ 1, 1J+ ~ ~ h a D L CRAMP + i 1 1 1 i ~ „ , ~ . e~„r ~ / Q.,~ 1 ~7~j 11,13J SE' ~ 11899 SF i G S2,p52 SF' l ~ ' S Sn f? _ _ ,.J L._._ _ ' i I 1 j t ~ ~ 6.320 SF N t 9$ i t^ 17,718 SF qy. ~ t \p~. : eS \
,.n9; 10.37 N82'1$ ~3°W r p~ , 1 a 1 ~ 6 ~ 1 $ ~ L.___ _.J L. ~ ~ ~ i i 7,919 SF ~ r , 't ,..~/p~i'r 868+ \ - , - - - i i ~r i 97 ~ ,.may . 252 ` _ - ~ ~ 20' ~ t , , . v
07 z4 a v ' i i i i Sn~ 118' $ 5 ,r 5 72' ~~~/0~'~ 568'11 25 W L171 ~ ~ ; i , ~ ~ s3' I l ~lj v tk,~ ~ v i r i i i i t i~?~ 6~ ' 124+00 a 63' f V 8 ' ~ ~ `k~'.'~ l - _ i 7.6,6 sF } r t. r.~ ; i \ ~ ` ic~ q,. 750.00 96 ~ i (150.49~~ 89• ~ ~t,:\ ~
,t N62'14'02"W a v F- 7„j - x - 1177 ~ >;r r'O - 1 >w ~ + 1 + i i ~ i ~ 23+00 ' ~ 21+ a, 1 2LS~ N83"26'57"W * U70 ~;7 ~ - ~ ~ ~ ~ BMP-2 i . n , N 21+ g8• + e, 06 8596 SF ! i _ , i' .r \ ~ ` s, , TIN@y, ~ 10.+36 SF '~jq ,4,?`~
- Ef• ' i ' ~ ~ 4_R0~ S7T41'44"~! ,tw 30X..\ d' r7 Ll6 / , 30 38. ~ \ i I C~$ UC~i7 (f1 ~ ~ ~ - 67... 9 r 6 • T1S„ n Hf G I[A1A~ j r i 581 # f , ~ _.6E ~ r r ! tI,l SF ,LR/ i ~ . ° SIG
~ 1~F ~ , ~ 10,518 5F ~i'-i-19.17 N56'32'34"W ~ -'~y U66 ~ 4q ~ r, + a~' r----, _ . a. 75o,ao 23_.__.. tB+qT ~ ~ it i \s, •
12~ S 4' 4'09"W A~ ~1P r C. ~ 4r F- i 1 2 i r ~ ~i_ .S 2 '`t,~~vo / 1 1 GREEN~yAY \ _7 .s-_ ~t '3 \ ~ P / ~v i i ! i i r i m i i i 13QS1 -'65 t ~ ' 1f.O6S SF , , _i r__-_a Lt~~~,/ , i~, 1,93 T •63:42" - ' 8 i i
n~ 1 i ,JO) N$5 02'40"W W ~y16y ~ L195 ,y~~~~ - ,a v tJ J ~tq ~ 1 1 a i 2 1 + ~ i + + I + n ~ Q ~ 071 !v1 I ~ iv i 63 ~ I I I I I I =-77`--_.._..___13.441 N2T44'25"W ~ ~ L ~..~~-naca_-`M~N''~C' ' QR i _ I i i i `
-r-- ~ ~ v i y. G t1J.u sF r 18,586 sc r i e.~s 5~ ~1 ~ ~ m 1 5 B6 ai III, z 't ~ ~ t A R A ~ ~ + i - + 8. 3 ~ ~ 9.071 SF X11 ml ~ ~ ~ - , m i r~ i 68 - _ ' L ! 9,OW SF 1- ! 8,831 SF 7.x18 SF O~ I 69 i i _ - ~ ~ . 'y,, ( 10 ' / , A A`.~~,
- ~7,; _ ~ 1.~ ~ ~ S80 ~0 ~+5 W ~ ~ r'tb"~-' ~ v_ 'i .to'4 ,fit' v rL P + , i ` ~ 1 1 i m,us ss• r_ 1 gwp sr: ~1 1 537"i 8'44' W ~ °1r- ~ \ ~ i , 1 v Q~`~' ~ FUTURE y~I i i i i ~OTkoos 1i 70 ! ` i a tP~`P/i,.~'' , 1 ~
NDSGAPE PLAN ,a v i,..- i i FEENW ! + 1 , I TYPICAL REAR YARD LA ~ ~ , $74'46'51 "W \ ~ ~ 1os' 5' J i _ ' + 1 i Maui 0, 52, s • ClINNfi TiOR Y ,J L_ ~ 'l i i I _ _ _ J ~ 71 ~ 72 ~ i 4' . 85rof~28; \ ~ , 7$ . g j i , \a~'\ ~ L-~---~ LG.~ORDI RA~Gddh~l56~"I i ~ , 73 e ~ ~
LBi', '3.20 540'51'37"w For tots 8aelong Up To Each Other yyy't t s ~ r =-B ? ~ i ~ 9 J &3' 65' O~ ERS - ~t g., , ~thout Adequate Existing Vegetotion ..af'~" , ~ t ~ G~ 3Q s, s3' a f ~ _ 8.85, 7.936 SF ~I i J I ~ 8. ~y 70 ~ i 6.388 SF i ~ ' i R• 139.86 ~ , \ . fi3' , 60 \ER~ i11NE i i i i ~/i 74 ; ~ i' l- 267.59 ~ ,
Lam:;---- 39~ S81'43"09"W .4n~ S ~ r y ---~m~,. ~ ~ ; PLANT MATERIAL SHALL GONFORM TO ` r t~ r ~ \ L831 2~.~~+ 546'06'12"Wi 1 3 v~ ~ EASEMENT ~ ~ _ J 9.253 , ~ ? S~. „_._.D `1~'
G--- - TOWN OF CARY APPEARANCE MANUAL. _ _ r~ • gr,, , • a ~ t ^ a l 7 ~ z , \ ` ~ "WET ` N'D~~ rte' t \ \ z . u 731 N66 3~ 40 W \ T ~~U .rn. ~.I-Air M ~ ~ \ ~.r~--_' 68' J / n. \
I L8~! 20. ! a; N05 07'44"W ~ \ ~ ~ ~ ~ o y r - r ~0k- n ~ ~ ~ -.-.toys i i 9,2,0 Sf / ; `'''p; ' \
~ N..308'11"W ~ ~ ~ e ~ r ~ \r ,za~•8 _-~---tea, i i ,2+90 , ~\y, APPROVED
\ i - F ~ ~ TOWN OF CARY ~ I 8,870 SF i q ar l .r4~'~~~`. r' ,r4~
1 :,1.44, 520'29'20"E a . ~ ~ ~ ~4'~' ~-~c, _ ~8n~ 51.x:, S2818'36"E s ~ ro, N _ w , ~w~-~r~-. ~ _ ~ ~ ; ; , ~ PROJECT # 05-S8-014 ~ ~ 2. a f ~ ~ n ; ~ ~ , ~ ,.1 : A~ ~
r- , r.ran~ ' L90~ 50.95 _ 530' 16' i 7"E Pt iYP) ~ ~ ~ ; ` ~
t~ 51.25 532'08 06'E V X25 ~ ~ _ ~ v t rM' ~ ' i- R N i N L ~ ; ~ rte.,. _ , ~..---"tit t ~ ~ ~q 4 ~ 9.786 sF ` ~ ~ Approved by Date , ~ J _ ~ , _a, ~ i a ;r. Planning Date
r; ~ REQUIRED SC EE G _t i ~,.L1 534'59'16"E • ~ ~ ii - --i----- . _ _ _ _ '
~i.~31 51.13' s36'S1'32"E ALL RIP RAP PADS, DETENTION PONDS AND - . „tom, p ~ 7 0 } • r3~ • En ineerin Date ~ - ! \ / ~ _'t "'tp~ ~ ~ r i~~ Gib
L94~-1 1-r- 539'17'29~'E sriaoE rREF OTHER STORMWATER RELATED DEVICES SHALL L951-----' 1e.7~ 541'14'43"E SHRUB _ WITH EVERGREEN PLANTINGS
_ _ BE SCREENED a ~.,6 33._7 541'1443 E ~,©IrAI i~CAR veQn nor©II SUCH AS WAX MYRTLES TO REDUCE VISUAL r~ ~ , l u 100 0 100 20p ` i A ? i~ i~ j I i '
L 5 .56 S42•I0.25 i rt rynL t~t.nr~ rrr~v v~rr~r~ NTS IMPACTS FROM LOTS SCALE, 1 00
LQ _ 81 50.47 S43'20`27'E
w! 50.301 S44'03'43"Ei
ND•, Revision Date By Designer Scale I 1 Sheet Nc. t
TOC SE;,CND SUBM! TAL, 7/25/0 BDC W&R 1100' WITHERS R"ENF.L
B- TOC THIRD SUBMITTAL 11/18/05 BDC Drawn By Date J~ SITE PLAN ENGINEERS I PLANNERS I SURVEYORS
C WELDON~MYLxR APPROVAL 1/09/06 EWS CAS 5/23/05 111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469.3340 fax: [phone] www.withersravenel.com 1 /
PHASING REVISIONS 1/27/07 8DC Checked By Job No. PARCEL 5
JAB 203072,16

II 1 ~ g 58 SF 1 ~ ~ i E i ~ ~ ~ r~ 599 ~ / ,r1 ' ~ i `~'4
~ ~ . y , F ~2 ~ ~ O ~ it 0 0 ~ 4 i
, ,326 F N 1 ~ j , i
I ~ < - 501 ~ , • ~ ~ ~ . ~ _ , ; ,
. ~ A ~ G , _ _ o ~
9 , ' ~ ~i ~ , ~ ~ ~ ~ ~ _y,r,,,, .1 ~ ~ _ 72 _ ~I _ ~3 . . ; 1 _ , o ~ , . j; 7,1900 SF ,
• . - - . ~ - ~ _ ,
_ , , 0. xp ti~ ~ ,
_ I, ~ r - ~I-:.
559 6 ' _ _ - 6 _ _ - _ . / JJJ ` ~ Q ~ ; ~ j. f , ~l ,Q 1 \ ~ ~ / ~
I _ . ~ . - - _ - ' i 1 ' J a ` . .
10 X16 S _ I _ _ ~ _ ~ J - , . . ~ +
~ - G . ~ i d _ - ~ = 750;0 ' + ; . . x~ r , G
X50;0 _ I ~ ~ * , " ~ . ,
\ _ 65,421 . _ + Q _ ; _ 8~5~42 ` ~ 7 - y
I ~ , ~ - ~ 5fi0 ~ 56:1 ~ ' - 0.~ ? /
--J _ ,,I NI-- ~~.63 ~ . • t 5.64 , , v • ~ i i .
I I ~ • • . _ ; ~ _ 567 ~ ~J ' 11 ~ 134. SF ,56fi SF ,r 8,298.._ SF 565 _ 566-. \y 567 a,
'I~ 11 ~ ~ ~ 1 ~ 9,163 SF~, ~ - ~ _ ; 9,071 SF r•0 i~ r i l . j,
_ I ~ ...9,118 SF - SF _8 $31 SF N ~p _ , . ~ ' N ~ 1. ` >$31 SF r 7,726 SF O I ~ . ~ : , r \
_ \ '_l
• ~'C • ~ 1 , /V~l s cam,, _
a _ • . , . ~ . s , , : _ . , i , - J Y _ - ~ ; .
, _ \ . _ -
- ~ _ - _ H r _ _ _ _ - i , ~ ~ . • 8;$94'
• \ ~ . , ~ , . , .y
. m - . , 7 .mil Y
f • _ • _ _ i _ - ~
. . i ~ ~ , ~ _ _ S . _
r r
~ ~ ~ Q 4a ~ , V _ `.,,y,0... - _ - ~ - . ~ ~ ~ ~ ~ . ~ >a ~
y - \ - \ ra . ~ . _ • r . ~ ~ ~ -
- $ • • _ . ' •
• I ~ . - - _ _ z ~ _ - 171 ~ ~ _
F. /rte.-, . , , ~ I ~ , Lr, Q ~ / ,1'
- 7 0 ~ ~ ~ _ L.1 ~ , L_170
Ve etatian 9 _ • ,r. ~ ~-~80. ~ ~ ~ ~ , - ~ M..
Normol Pool Surface Area 32,630 sf + } ,
Hi h Marsh 50% 16,31 9 ~L l6 _ 16 315 sf ; _ _ - a i. ; ~ 1 ' •
low Marsh 40q 13,0 6" PRECAST CONCRETE LID 13,052 sf
W MANHOLE COVER ACCESS 0 en Water 10% 3,26. i ~ ~ Ve eta#ion 3,263 sf g
I Length of View to be screened 1010 FT Normal Pool Surface Area 12,664 sf
I LOCATION UA SPECIES RO Hi h Marsh 50% '
I 4'Xa'10 Q ROOT SPACING 9 6,332 sf
WEAR CREST 6 OPEN ALL FOUR 510ES PRECAST CONCRETE BUX HIGH MARSH/ EDGE 1088 Blue Ffag Ins PEAT ' LoW Marsh 40% 5 066 sf PEAT POT 2 O.C,
ELEVATION: SEE TABLE + + » OPERATING WHEEL + H ~ GH MARSH ~ - ~ 8 HIGH MARSN 272 Shore Rush 1 GA 1 GALLON 2' O,C, Open Water 10% 1,266 sf
+ + Len th of View to be screened 280 FT
HIGH MARSN 1360 Broodieof Arrowhead PEAL NOTE, ~s 6" MIN. „ ;ad PEAT POT 18 O.C. 9
p ST M SUPPORTS 4"x4 TEE ~ LOW MARSH 0 - 9 LHCE E LOW MARSH 1523 Pickerel Weed PEAT " LOCATION QUA ~ SPECIES ROOT PEAT POT 1$ O.C. SPACING
AT 3' FROM aASE e~ LOW MARSN 653 Lizard's Tail QUART HIGH MARSH EDGE 423 y Blue Flo Iris PEAT POT ' QUART CONT 2' O.C, ~ 9 2' O.C,
INTERMEDIATE ATTENUATION ORIFICE y~
OPEN WATER r 1 C~ A n.~_9 EVERGREEN SCREEN 337 Llgust um GA ~._EJATON, SEE T BLE » i GALLON 3' O,C, HIGH MARSH 106 Shore Rush 1 GALLON 2 O.C.
4x4 TEE ~ ~ ~ HIGH MARSH 528 Broadleaf Arrowhead PEAT ~ OT 18 O.C.
I PERMANENT POOL DIMENSIONS ELE GROUT EACH SIDE ELEV „ LOW MARSH 591 Pickerel Weed PEAT POT i$ O.C.
I ELEVATION: SEE TABLE NORMAL POOL 32 630 sf 309 309.00
ORIFICE OUTLET LOW MARSH 254 Lizard's Tail DART NT Q CO 2 O,C. 314.00
SEE CHART FOR SIZE TOP OF DAM WIDTH 10' 314 4" DIP J T ALED WITH A-LOCK NEOPRENE - GASKET CAST IN MANHOLE WALL T!- P COLLAR 4. EVERGREEN SCREEN 94 Ligustrum 1 GALLON 3' O.C.
AN SEE 48 X 4~ 32 6" :'R~ GATE VALVE 324.00 ~ DIMENSIONS E V LE
"FfRST FLUSH" ORIFICE 4,00 in 309. 309.00 N P L 1 64 f ORMAL 00 2,6 s 302.00
TEMPORARY SKIMMER ATTACH '0-RING GASKETED DURING CflNSTRUCT10N 6"x4" EE CLASS III RCP TOP OF RISER 312 312.00
T T OUTLET PIPE DRAW DOWN au LE RISER FOOTING DEPTH 2,0 FT TOP OF DAM NIDTH ~ 10 307,00
I ~'~l~/~~%~/V/~/~/~/~/~/~/~ , ANT(-SEEP COLLAR. j 4$" X 48" 298.50 '
I ~ PAV D INVERT RISER BOX WIOTH 10.00 i~/~ ~ E - B n 3.0 i FIRST FLUSH ORIFICE 0 n 302.00
~~l~ ~ ~ I \f\~\~ ~ RISER BOk LENGTH 10,00 ,~~/fir a GROUT
r =°e 7 a RISER BOTTOM 30 TOP OF RISER 312,40 . _ -A , 307,00 I ~ ~ ;
~ ; . 's : ~ 8' X 8' CONCRETE FOOTING RISER FOOTING THICKNESS ~ 1.5 FT
0 PSI CONCRETE N~~N. BARREL 48 in 56 (2,50 ) 56 LF RISER BOX WIDTH ~ 7 r. „g-; , .00 lYit-S r( G . ~.,~l~l,
BARREL INV IN 307 307.00 RISER BOX LENGTH 7,00'
BARREL INV OUT PRE-CAST HEAD~IALL 306 306,00 a ,r P.:. , P
TAIL WN VI RAW SER R NTS RISER BOTTOM 299.00 ;:r, . n,.nl, ~I~
BARREL 34 in 66
BARREL 1NV IN 2g9,00 ~
E USED ON PONDS DURING NOTE, SKIMMERS SHALL B
R SION CONTROL PHASE OF PROJECT EO BARREL INV OUT PRECAST HEADWALL 2g$,00
A SC ~ , SCALE 1 =50 - i
SC,q~E ~ =50
,~4 P,EBAR i2" o.c. FacN war
CONSTRUCTION SEQUENCE 1/2" PREFORMED JOINT FILLER, t1"WIDE i
c;~ ~ 1, INSTALL EXISTING POND OUTLET PIPE. ..~;INL~ER i
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM. :BMP DAM.
I R 3, INSTALL BMP RISER AND DOWNHILL SLOPE. ; _ r_ I R SE TOP OF DAM i
vv~ __~CL DURING ~TORP~i _ 4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH, ~ ~ ~ ;
_ 5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW. 1' MIN. FR =EB EMERGENCY SPILLWAY ELEV, A N P A N . _VIEW. ? ~
6. BEGIN ROADWAY AND DAM REHABILIT TIO SLO E GR DI G TRASH H00 NT 7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE I O BASIN. ~
; 8. ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL I A A I 1 ON CONTROL
- , I I ~__I I I_I I I_ DEVICE PIPE 8" i
~-I ~ ~ - ' ~ OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE I- I Ir I I I -I ~ l= - P K F1 OW ATTENUATION POOL - COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE,
_I I I- _ EA - .I I =1 = P~IINIMUM SLOPE 3 . 1 g, CALL ENGINEER FOR FINAL INSPECTION, -III _G ~ _ ELEUArtON sECrION '
III- - _I I I=(I _ _ I_ _ 2000 PSF MIN.
11_111= _ I_ ass: eEaRINC caPac~r SEE BMP SECAON FOR SIZING DATA
, ,=1 11= - I -III=1 - EARTH DAM 1. L ~ THE LENGTH OF THE PoPRAP APRON. BENEATH COLLAR
~=1 I I=1 11= _ -Ili=~ ~ ~ =1 MAXIMUM STDNE OIAMEIER BJT NOT TYPICAL ANTI-SEEP GOL(AR z a = I.s nMES THE PLAN VIEW LESS THAN s' (Inches).
. = - = I- DISSIPATOR PAD NOTE; RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE Mrs 3. IN A WELL-DEFlNED CHANNEL EXTEND THE A?ROi: UP THE
~ _ - - _ - =1 _ - ~ I I RIP RAP INSTALLED PRIOR TO THE BEGINNING OF OVERALL CHANNEL BANKS Tp AN ELEVATION OF 5' (inches) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOF OF THE
-III _ -I I I_I I I "I - _ _ _ _ - - - =111 51TE GRADING AND SHALL BE UTILIZED AS A SEDIMENT BANK, WHICHEVER IS LES& L
-I I I_I I I_I I I_I I -III-- - ANTI-FLOATATION DEVICE -I = =1 I f=) (1- ~ I I I,= -I I T - CONTROL DEVICE DURING ROADWAY & UTILITY CONSTRUCTION. . ~ 4. A FILTER BLANKET OR FLTER FABRIC SHOULD BE ~ ) INSTALLED BETWEEN THE RIPRAP ANO SCIL FOUNDATION. ~ S ~ ~ I (D
II-III,. .III i ~ '-111=1) _ - ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED I ,III=11 Y~ PIPE r
' ~ I C= I=I I I= - THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE i iii= _ -
_I I I-I I I , _ SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSED 05-SB- 14 0
ANTI-SEEP COLLAR I I=1 I i,- - - !I' I- , AND THE NORMAL POOL ESTABLISHED. III-III-i I I d ` APPROVED
'-1 l i -11 I-1 I l-1 I I- 1 1-i i t-I I L ' ~ ~ TQWN OF CARP
RCP OUTLET PIPE SECTION A-A' Fa~tlc
Approved by Date
~.F;,~ ~ Planning Dote U~i'.4ILxo. Enaineerino_ Dnta
nQncc c~nTln~l
LI \\1JJ JL_U I I VI N PIPE OUTLET TO WELL-DEFINED CHANNEL 04000.21 '
N TS. EFALcpvE:07J01/04 Almr OF '
No-' Revision Date 8 Designer Scale
f A TCC SECOND SUBMITTAL 11/18/05 BDC W&R 130' Sheet No. n
-TGC THIRC SUBMITTAL 11/18/05 BDC l Drawn By Date WELDON RIDGE STORMWAT R"EN WITHERS EL J
C IAYLAR APPROVAL 1/09/06 EWS GAS 5/23/05 k~ iWATER MANAGEMENT BASIN PLAN 7 ENGINEERS I PLANNERS I SURVEYORS
D PHASING RL"VIS ^i Checked 6 ob No. f~ F- , 1 5 ON 5 1 /27/06 BDC Y , 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] wmv.withersravenel.com
JAB 203072.16

- _ -i _ - -n-~. ,r--~-----~,.-mss,. _ - - r-
MINIMUM LOT LANDSCAPE SUMMARY
TOWN OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NOTES REQUIRED SCREENING DEVELOPER; o,
A, SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN 1, EXISTING VEGETATION WILL BE RETAINED TO THE REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN, IF MAXIMUM EXTENT POSSIBLE, ALL RIP RAP PADS, DETENTION PONDS AND OWNER; WELDON RIDGE 26 Total
YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST OTHER STORMWATER RELATED DEVICES SHALL PARKER & ORLEANS HOMEBUILDERS, INC. PA INC. PARKER & ORLEANS HOMEBUILDERS, INC, ZONING FOREST OAKS PDD
SUBMIT AND OBTAIN AR PROVAL OF A UNIFORM SIGN PLAN PRIOR TO 2. AFTER DWELLING CONSTRUCTION, EACH LOT SHALL 211 JAMES JACKSON AVE, 21 THE RELEASE OF PLATS FOR THE RECORDING OF LOTS (If HAVE TE F WIN R IR P BE SCREENED WITH EVERGREEN PLANTINGS 211 JAMES JACKSON AVE,
APPLICABLE), PLATS TO RECORD LOTS CANNOT BE APPROVED UNTIL OLLO G EQU ED CANTING: SUCH AS WAX MYRTLES TO REDO E VI A CARY, NORTH CAROLINA, 27513 CA CARY, NORTH CAROLINA, 27513 GR A R
THE UNIFORM SIGN PLAN HAS BEEN APPROVED. C SU L ` IMPACTS FROM LOTS, TEL, (9191 380-7223 FAX, [phone] EI OSS C EAGE 33.25 380-7225 EL, [phone] FAX, [phone]
8. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS a) 2 LARGE TREES (one in the lront yard, one in the rear yord) ATTN: BRITT SPIVEY T TTN: BRITT SPIVEY OPEN SPACE/ RECREATION ACREAGE
REQUIRED, (I,E. BUFFER TYPE A, B, C, AND 100' THOROUGHFARE MATURE SIZE = 40 -60 H CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT PLANTED SIZE = 2" CAL. & 8' H
TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE CONTACT/CONSULTANT: R/W ACREAGE 4.53
SHOWN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS. b) 2 SMALL TREES (one in the front yard, one in the rea r yard) NET ACREAGE 28,77
MATURE SIZE = 15'-40' H C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE PLANTED SIZE = 2" CAL. & H WITHERS & RAVENEL, INC. TOWN OF CARY PROPOSED NUMBER OF LOTS 54
WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO 111 MACKENAN DRIVE THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY c) 4 LARGE SHRUBS (near foundation) NOTE; CARY NORTH AR INA 7 1 PROJECT # 05-SB-03 PROPOSED DENSITY (DU/ NET ACRE 1,6
(co), _ ~ THIS PROJECT MEETS TH T WN F ARY R ~ C OL , 2 5 1 MATUP.E SIZE - 5 -8 H E 0 O C RESE VOIR
PLANTED SIZE = 30" H WATERSHED PROT TIN R IN TEL, 919-469-3340 FAX. [phone]. AlL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES EC O 0 D ANCE (JORDAN LAKE '-6008 MAXIMUM DENSITY (DU/ NET ACRE) 2,0
ASSOCIATED WITH ON SITE ELECTRIC, CABLE, TELEPHONE, GAS OR WATERSHED AS A HI H DENSITY WITH TH ATTN. ERIC W. SIMPSON, PE ~ USE E MIN LOT SIZE ALLOW 14,400
OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD d) 8 SMALL SHRUBS (near foundation) PROJECT IMPERVIOUS PERCENTAGE f2$~2~. AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH MATURE SIZE = 2 -4' H WAKE COUNTY PIN NUMBER 0
EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF PLANTED SIZE = 20" H MIN LOT SIZE PROPOSED 14,529 DUMBER 0724.01-38-4220 (PORTION)
A 5' CLEARANCE AROUND THE STRUCTURE TO ALLO W FOR ACCESS. p ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR 3. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED ESTIMATE 5,300sgft IMPERVIOUS SURFACE PER LOT 0725.03-41-2042 (PORTION)
LOCK, THE PLANTINGS SHALL ALLOW FORA 10 CLEARANCE. THE AND OR PROVIDED WHERE REAR YARDS BACK UP TO ONE ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500 SF FOR MIN LOT SIZE ALLOW SOUTHERN BOUNDARY 18,000
AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE Of THE PLANT MATERIAL AT MATURITY. ANOTHER OR ARE VISIBLE FROM THF. REAR YARDS OR STREET. WALKS & DRIVES AND ALLOWS 800 SF FOR MIN SOUTHERN LOT SIZE PROPOSED 18,022
THIS EXISTING AND/OR INSTALLED LANDSCAPE SHALL MEET OR OVERRUNS & ADDITIONS.
E. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR EXCEED THE PLANTING CRITERIA FOR TYPE 'R' SEMI-OPAQUE UFFER. WITHIN 5' OF A SIDEWALK, AVERAGE LOT SIZE 16,907
4. NO LESS THAN 50 PERCENT OF THE MINIMUM LF WIDENING -
F, ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE LANDSCAPING SHALL BE VISIBLE FRGM THE FRONT WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO OF THE LOT, STREETS LF 4,792
THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY
(CO). 5, ALL PLANTS SHALL BE INSTALLED PF;IOR TO ISSUANCE WATERLINE LF 3,225
G, NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED OF A CO FOR EACH LOT. SEWER LF 4,731
AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREEfSCAPE. NEITHER INDIVIDUAL LOT OWNERS NOR THE HOMEOWNER'S SEWER FLOW 15,120
ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR
TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN OF CARY. ..//Y DENUDED ACRES 35,0
IMPERVIOUS SURFACE AREA -INFRASTRUCTURE (AC) 2.95
H. DECORATIVE FENCING, PRIVACY FENCING AND ENTRANCE WALLS .r' i ~ ~ PROPOSED TO BE LOCATED WITHIN BUFFERS AND ALONG STREET ~ ~ a_ i I A ~ ~ (RIGHT-OF-WAY)
RIGHT-OF-WAYS MUST BE APPROVED, PLEASE SHOW ALL SUCH ~"30'E I y-~ ! i -ia i - AVERAGE ALLOWABLE IMPERVIOUS AREA PER LOT (SF) 5,300
LOCATIONS ON THE PLAN INCLUDING AN ELEVATION VIEW OF THE ~ __y _ i FENCE INDICATING F N H I HT MAT RIAL AND C ORS. ~ ao t~'R i ~ b~'I ~U ' ~ I E CE E G E S OL ' 1 I u ~
PROPOSED LANDSCAPING ASSOCIATED WITH THE FENCE y s ~ h'.. ~r ` ~'-'~01E"-- - r' ! ? INSTALLATION, AS REQUIRED BY THE ZONING ORDINANCE MUST ALSO ~ ~ ~ " ' - l y ~ -'~i ESTIMATED IMPERVIOUS SURFACE LOT AREA 286,200
' I i BE SHOWN ON THE ENTRANCE FEATURE PLAN. ~ ~ I ! , ' ~ , ~ ~ ~ ~1ti~ v _ \ r
L ! ; a . i - 4_.~_-- - F I. THE TOWN OF CARY SHALL NOT ALLOW RECORDATION OF LOTS _~J` ~ ',Y~'-5r,~gr.r.' L177 ~13~ Vdc=~~ ~ TOTAL IMPERVIOUS SURFACE AREA 414,462 --F--_ - - \ T-- -
UNTI TH N RTH P R P P T N ~ J~__ ,I L E 0 SEWER IMERCE TO UM S ATIO IS ' ~ ~ SITE IMPERVIOUSNESS 28,62%
P RATI NA . i ~ ~ i ~'us~~-~'~~ NOTE: ~ ~ i pd~' ~ ` A, _ ry` ~'f66 I ~ ~ / ~ ~ mE+---,~,I~~ ~o- SET9ACKS
/ GE ERAL NOTES \ I , Y_ J : ti ~ 'E DIE BRANCH IS Y ,fI ~ ~ v ~ ~ r~ ~ 1 ~ k~1 i 1
1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY STANDARD SPECIFICATIONS AND , ~ ~~,~5~ _ ; ~ ~ ~ FRONT YARD -COLLECTOR ROAD ' ~ t 'u ? 25
DETAILS A5 REVISE U Y 1 4 ~~4~-~ _ _ ~ ! ~i ' ~ ~ ~ % ~ ' l D J L 200 ~ V .l°A~__ - ` I ' '"0~ .'t i .r~ t ~ ' ,r'~ t t 4 ~ ~ / MINIMUM AVERAGE WIDTH '
2. ALL PROPOSED STREET RIGHT-OF-WAYS SHALL BE 50 AND STREET WIDTHS SHALL BE 2T BACK TO BACK ' ~ - 1 ` ~ I, ' ~ ~ ~'+'~u---r~' "'u`'-~ ~\`,o ~ UN N T T~ `__--k ~ I ~ R ~ LESS 0 ED OTHERWISE. \ ~ r ~ , a y \ - ~ y~~ ti 85
3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED PUD DOCUMENT. CHECK THE CARY ORDINANCES ~ m - ~ i 1' \ ~ ~ ~..,,.t,~~~ ~ ~ ~ - SIDE YARD (MINIMUM) 10
Laos-~_: n o - _ N ~ ! I~ FOR PARCHES, DECKS, GARAGES, ETC, , .r,,,~, _ o „ \y ' ~~V V ~tpf~- ~ .i ~ REAR YARD 20'
4, UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF _ ~ I y i ~ ~ \ - ~ trsa - ~ ~ ~ GORNEf~ SIDE YA~tDy~ 9A+1-~F~1W 15
THE SUBDIVISION PLAT, ~ '-YC~cYy,! ! , , , , , , \ v tiyi ~ t ~ rn rn ! , , - ~ ~ v 5, BOUNDARY INFORMATION IS BASED ON SURVEY BY KENNTH CLOSE, INC, 3 \ ~ ~ ~ a~ rsior ~2 ~ ~ v T
` 'N 6. DESIGN BASED ON TOPOGRAPHIC SURVEY BY KENNETH CLOSE, INC, ~ ~ ~ ~ " gar' ! ~ ~ i ; y N _ -t7~rt3-~ i J~ a - V F L"A~Q13_6: ~~n~ ' l•, k ~ IPF v _ _ -lc~'3 ~ - •tdd~ - ~ ~ ,fir ...-m ~ -A"" ~ ^'1 M \ ~ ~ ~ ~ ~Y -1pE.Z if7 ~
\ ti'' ! 313 ; I , 312 \ 7, FEMA 100 YEAR FLOOD PLAIN IS NOT LOCATED WITHIN THESE PARCELS FOR 3718300280 E DATED MARCH 3, ~ ` i , ~ ~ `C,~
1992. u~''~ c , ~ 1 F ~ ~ 8,864 S ~ ~ 16,197 SF, NIA Z N J - ~ ~ ~ \ ~ ? . 1 ~
8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION Of : T r ~ ~r~ ~ ~ \ ; ~ ~ ~ ~ , EXISTIN TI ITI H WN N P N I SED N BE T AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY ~ ~ \ ~ ~ ~ G U l ES S 0 0 LAS SBA 0 S \1 v ~ , _ ~ _ .-i.
PPR ~ ^ .~r,~~ AS A OXIMATE. ~ _ i ~ ~ ~ " \ ' ~ ~ ~ 311 i ; '
9. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF CARY STD. 3.16 REVISED ~ 1 ' 314 ~ ( ~ i ( ~ ~ , 1 ~ ~ ~ ! YV A , ~ ? tom..-~..~~ .
4 19 01 . HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTERSECTIONS, ~ , 14,728 SF i
10. ALL CUL-DE-SACS SHALL HAVE A 45' RADIUS FROM CENTER TO THE BACK-OF-CURB. i ~ i ~ 15,642 SF Q ~ - i 1 , 309 I ! 308 I ~ ~ ; i ~ ~ y N ,rte' ~s` ~ ~ ur;~--- X222 -tPF,, I I R ~ 307 so. A ~ ~
1 T ~ I i 1. ALL STREET INTERSECTIONS BACK OF CURB RADII ARE 25 UNLESS NOTED 0 HERWISE I';; ~ ~ - _ 'A ~ ~ i i ~ y ~ I ~ 306 305 r ~ - ~ / 15,557 SF; , 15,803 SF~ I I ! I ' i ~ i ~
12. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W'S OR SHOWN OTHERWISE. _ _ _ _ _ ~ ~ ; ~ ( 310 13. AL P IA TY TR I N P T H BE EMITTED TO THE TOWN FOR REVIEW AND ~ ~ `l w r L i ~ ' ~ i ~14,759 SF ~ i ' ' i ' ~ ~ X10 ~ ~ '-J ~ ~ ' ~ 145 SF ~ ' 14,722 SFi i 304 , n
L S EC L S EET S GNS A D OS S ALL SU ~ , ~ ~ , ~ , APPROVAL IN ACCORDANCE WITH TOWN OF CARY POLICY STATEMENT N0.85 PRIOR TO INSTALLATKNr. t g, } ~
14, COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION. Sao' b ~ ~ 16,256 SF-' _ ~ 315 , ~ ~ ~ 167 ~ . - 56 SF ~ I J ~ 96 SF _ rso~' - _ . - ~ ~ ~ --cam,- < _r_i r
15. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, i ~ - - - - - , 'r - ' ' ~ c 303 N s ~ ~
RWI I ~ ' 19 627 SF ~ ~ a 16. DELINEATED WETLAND AREAS SHALL NOT BE CL.EAREO, DRAINED, OR OTHE SE D STURBEO UNLESS \ \ ~ N ae•46'sr M88.22' ~ ~ ~ r R? ~ ~ ~ -
SPECIFICALLY PERMITTED BY THE U,S. ARMY CORPS OF ENGINEERS AND NCDENR. ;W;''1 i t ~ , 0' ~.W ' ~ ~ ,~~I 25' E EASEMENT 16,112 ~ ~ TANG ~ i SIGFiL D1S _ _ _ _ ~ ~ ~ , r
17. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COST ASSOCIATED WITH STREET LIGHTING ~ ~ ~ ~ ~ ~ 316 J ,-SIGF ALONG ALL PROPOSED STREETS, ADJACENT STREETS AND THROUGHFARES AS REQUIRED PER TOWN OF CARY ~ ~ 'I d"~ < - - - ' 302
POLICY STATEMENT N0. 13, THE DEVELOPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHT COMPANY IN ; 18,960 SF i
h I. ~ , R R T P A TR I HTIN PLAN FOR THE SITE SUBOMSION PLAN PRIOR TO ~ ' ~ ~ ` / 0 DE 0 DEVELO S EET L G G / ~ ~ y ; 341 O a ~ ~ , ! ,15,777 SF / ) ~ ~ ~ I N 88'31'10" W ~ j ~ L~~ ~P'
18. INSTALLATION OF ROAD IMPROVEMENTS MUST OCCUR PRIOR TO RECORDING OF LOTS OR A BOND MUST BE ~ ~ i ~ ~ \ \ 21 1 SF.' . ~ 3 ~ i I ~ 837.22 ' ~ ; V ; I I ' ! ^
POSTED, ` ' ^ ` 1 i f N ~ ~ \ 1 ~ OU ~ ~ ' ~ `f 317 ~ ; ~ 3 340 , , ~ ^ i i I r - 340 ~ ~ J~ I 345 i i 346 _ ~ ; 344 I i 1 ~
1 ` - l ~ N 88'34' ' W - 19, FENCING PROPOSED ALONG A THOROUGHFARE OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, ~ ~ ~ , f i ; I i 17 324 SF ~ - ~ ~ _ _
MAT A A F F N PR P I N T PART F TH APPROVED SITE DEVELOPMENT PLAN ~ . 1 ~ '17,592 SF ~ \'17.774 ERI LS ND COLORS. I A E CE 0 OSAL S 0 0 E ` ~ \ ~ ~ S W'1 774 ~ ~ I' , I I ~ > ~ ~ ~ J \ .7 ) % ~ 1RF 121,982 $F i X17,902 SFi j 17,224 ; ~ , i ~ \ ~ I ~ i i i ' 347 ~ ~ ~ i _
THEN INDIVIDUAL LOT OWNERS WILL NOT BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A ~ ~ ~ ~ 6\ r~ THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERTIES ~ \ v\ ''OpaaTl ,'A~, ; ^ 6 339 , I ~ ~ ~ 00 ' 2
ADJACENT TO THE STREET, IF A FENCE IS PROPOSED, THEN EVERGREEN SHRUBS ON THE STREET SIDE OF THE ` \ \ ~ ~ ~ 4 \ 342 ~ I ~ i ' 14697 sF, 348 0 ~
~ ~ 1• ,087 SF FENCE AT A 5' SPACING WILL BE REQUIRED. FENCING ALONG A THROUGHFARE OR COLLECTOR STREET MUST ` fl \ \ ; \ . , FIRST BE APPROVED PRIOR TO INSTALLATION OF THE FENCE. R ~ ~ ~ ' 343 ' I i i ,_J J , ~ , ~ , 3 SF ' ~ r i < r i J 15,361 SF ti~~ ~ {
1 , ~ ~ , 19,235 SF . ' ~ h~ r ' ; 15,769 SF ~ ~ i a , ~ r _ r i I I
~ ~ 20. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED. OPEN SPACE SEPARATING TWO \ ~ ` ?0' 338 ,V \V i r r ~ ! i - ~ r r ~ ~ ~ _ _ ~ V ~ ~ i
PARCELS WILL BE RECORDED APPROXIMATELY HALFWAY BETWEEN THE PHASES WITH THE ADJACENT PHASE. a ~ r ! ' ~ I ~ ` ; ; , i' ~ I ~ i
21. ALL LANDSCAPING WITHIN STREET RIGHT-OF-WAY NOT ADJOINING SINGLE FAMILY RESIDENTIAL LOTS SHALL BE \ i `19\929 SF / ' 349 ~ 3
MAINTAINED BY THE HOME OWNER'S ASSOCIATION IN PERPETUITY, INCLUDING MEDIANS AND TRAFFIC ISL,'4NOS. 4 ± ~ ~ ~ ~g 337 ` 318 - ~ ( ` ' ~ ~ i I 332 , 337 i ; i r ~
F PP AL PRIOR TO APPROVAL FOR THIS ~ ~ ~ 22. AN ENTRY FEATURE PLAN SHALL BE SUBMITTED OR REVIEW AND A ROV I ~ W ' J, , SUBDIVISION PLAN. i ~ I = . ~ $ ~ ~ ' ~ r , - 1 333 i I i ~ ~ , ' ~ ass3s sF ~ , . i i i ' ~ ` i ~ ; 20,947 SF ~ ' ~ r -
a w 20,087 ~ 0 < 16,150 S6 ! ~ a ~ w 16150 S6 i ~ ~ 1 r ~ 1 ~ : ~ ~ ~ , _ ~ - ' ; ! ~ 335 , 334 ',17,987 sF ~ - I I j r
F F A ININ DWE N SHALL BE ` , a ` ~ / ~ ~ ~ ~ ' 23. STORMWATER DETENTION DEVICES VISIBLE ROM THE REAR YARD 0 ANY DJO G W G d ; ~ ~ , SCREENED FROM OFF-SITE VIEWS. EXCEPT WHERE DEVICE PLANTINGS ALSO SERVE AS BUFFER PLANTING MATERVILS. '~Sy ~ ' ~ \ i r i 336 i 16,2 SF '1 ~ '1 ! ! > ~ 17104 SF _ ~ _
4 " c 319 \ ; 24, ALL SIGHT DISTANCE TRIANGLE ARE WITHIN THE PUBLIC RIGHT-OF-WAY EXCEPT WHERE INDICATED ON THIS n \ ; ~ ~ ,1s,15o sF ; ~ ~ - ~ 331 ~ , ~ _ -
SHEET. INTERNAL SIGHT TRIANGLE ARE MEASURED AS 10' x 300', ~ ~ ~ 16,292 SF I , ~ ~ ~ _ ' _ i ~ '_t7265 SF ~ ~ . I
, 25. ALL BUFFERS AND FENCES IN BUFFERS WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION, ALL BUFFER ANO ~ \ E 20,142 SF 320 i ~ i ~ ; i ' r 352 j i ~ r j'
$TREETSCAPE LOCATIONS MUST BE FREE OF ANY EASEMENT SUCH AS SEWER, WATER, AND STORM DRAINAGE LINE EASEMENT$. ~ ~ ~ ~ ; ~ ~ ~ ~ ~ , 18, 015 SF. _ IGHT OIST',~ ~ r , ~ € EASEMENT 350
x 26, SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED ON INDIVIDUAL LOTS WHERE INDICATED ON THE SITE \ ; , / ~ \ ' 1 15,748 SF ; ~ - D
PLAN. ~n ~ ~ ~ ~F~ ~ ~ i 18,022 SF ;mom ~ M~`! 2~ 5 2QQ~
o ti 27. A LETTER OF CREDIT WILL NEED TO BE PROVIDED FOR YATES STORE ROAD ANO ASSOCIATED SIDEWALK \ ti ~ CONSTRUCTION PRIOR TO LOT RECORDATION. ~ j ~ - \ ~ ~ ~ ' ( 6, 9~ a ~ ~ _ _ e. r~ i !t.o i ~ i
/ ~ o ~ . ~ 321 ~ ~ ~ e ~ I G ~ ~j~ l I IINN i i i i ~ i ~1 ~ , - ~ ~ ~ 329 i 353 I ~ o~Na . w~r~R puA~in
I ~ ~45' ~ ' i 18 040 SF ~ ~ ' ~ i _ r ~ ' ~ ! 1 ~ i ' 2~' B-8 ~ ~ 1NETLRNDSAND5TC~INA't~R~~NCH ~ ~ , _ , ~ 328 ~ ~ , ~ 330 I ~ 5d' R w ` IR~'*E r
- - - - - - ~ 4 4 , ' _ ~ - _ T - ~1 ' ~ ! i- = 1 ' ' ' 17 719 SF ' ' I ; ~ 18,082 SF a~ ~ ~ _ - ~ , I
- - _ d~ R ~--r~--~'_-'r i N BB'3T 7 ~ - ~ / -r- ! i --r ' , ' ~15>460 SSA; ~ - ; I'-158Sd S~- - J _ . _ ' S 8749'04" W i i 327 ~ I -
2 W 1061.37 ~ - 3 39' ~ I 'w' T T ' ~ I 324 i i i 15,599 SF _ ~ I p RF Ips
1 ~ ~ r r ~ 324 I ~ ; 325 i 326 I ; , , ~ i i i) ` i 1 I i ~ !
/ ``a 2 ~ ~ ~ I i 19 707 SF I ! 17,085 SF ! ~ ~
I I CHAEL L ` ` i ~ , ' ) ~ ~ i i
TYPICAL REAR YARD LANDSCAPE PLAN ` ~ \ 21, 23 Sf , ! I D.B PG 49 ; I ~ ~ !I i i I I i i tl i I i I
For Lots Bockin U To Each Other PARC t 1982 , ' 323 ~ Without Ade uate EPstin Ve etation / T -4 .I i ~ ' i3 24,544 SF i 4 9 9 24,544 SF i ' ~ / ~
' PIN N0. 24~0l-7858 ~ ;1 i ~ ; 20,141 SF I ~ PLANT MATERIAL SHALL CONFORM TO \ f ~ ;I ~ , ~ ~ ~ /lA DIXlbV ~
TOWN OF GARY APPEARANCE MANUAL I \ ,I I ; r, ~ APART OF /D.B, P354, PG 480 ~ 1. ,
/ \ ~ 4 ~ ~ S ~ I " ~ /PIN NQ 0724,01-37-5633 EAS~ Li
~I ~ I , ' ' ( - / D,. / B.h
/ ~ ~ ~ j e ' PIN R
a / ~ I ? I • / i / I MM 4 /
P 1YP I L( r ' _r I t/
5 N J d I / APPROVED
• / ~ a A \ ~G /
$ SHADE TREE / ~ 1 ~ ~ I / TOWN OF CARY
c SHRUB / \ ~ ~ ! \ ~ ~ / PROJECT # 05-SB-03 /
~ ~ ' ~ Approved by Dote
TYPI~AI REAR YARD ~FTAII 1D0 0 100 200 / ~ I ~ y ~ ,
t NTS \ ANp CONS \ Planning Date
19 SCALE: 1 = 100 Engineering Date
02 ~u
3 _
No. Revision Date By Designer Scale
A TOWN OF CARY i st REVIEW COMMENTS 4/25/05 EWS EWS 1 100' Sheet No.
~ B TOWN OF CARY 2nd REVIEW COMMENTS 5/31/05 EWS Drawn BY Date WELDON RIDGE 0 CD APPROVAL 7/19/05 EWS EWS 3/7/05
Checked By job No. PHASE 11-B SITE PLAN ENGINEERS I PLANNERS I SURVEYORS
2 JAB 203072.13 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] ry, fax: [phone] www.wrthersravenel.com
Y

- ~
_ ~ ~ ~ ~ A C I ~ 1 \ , • Z15
180 SF ~ r P ; Normal Pool Surface Area 32,630 sf ~ ~ ':1 ,494 SF , 8,487 SF ~ / N:~ ~ - W y y ,
' ~ 2 7 ~ ~ Forebo Area 159' ~ ~ \ ~ _ _ Y o 4,830 sf _ ~ ~ #4 3
+ + . ~ V 'i 1 t'+ ~ 215 ~~~I~ A Hi h Marsh 35% + + ~ 9 0 11,500 sf ~ ~Q1~'~Q1 n ~ ~ ~ air
'CL + L ~ - - Low M / ~ ~ A
LL LL LL~ \ _ 2 - arch 35~ 11500 sf ~ LL LLLL,L i \ ! \ ~ i i ~ ~ l 0.:
- + LLLL~LL LLLL J ~ - ' ' * + LLLLL LL \ 2 ~ Open Water 15~ 4,800 sf + 't LLL ~ 1 + ' ~ i \ 'y 7 9 SF~ ~ ~ , -
+ ± + + •LLL 1 ~ Len th of Uiew t g o e ~ + + , ~ ~ ~ '14LLLLL` ` ~ ~ screene FT
_ ~ LLLL - - - LOCATION QUA SPECIES ROOT
,o 1. w _ ROOT SPACING - - ~ - ~ ~ ;r ~ _ , ~ Q
- - _ _ _ + + ~~i R ~ ' , - - 1,, HIGH MARSH EDGE 767 + ~ , / Blue Flag Irls PEAT POT 10;516 SF ~ , , \ 02 PEAT POT 2' 0. C, ~ - _ L ; ~ 9' i ,
~ - + ~ \ ~ - P ~ ~ ~ ~ ~ HIGH MARSH 192 h 1 ~ , _ ~ ~ 0 i Sore Rush 1 GALLON ` ~ 8 1 GALLON 2 O.C. - • L
+ ~ p ~ ~ V ~ i ~ ~i_, - I__ HIGH MARSH 959 Broadleaf Arrowheod PEAT POT
i r. w + + + + * + + + ~ JP , " L ` G r PEAT PoT 18 o.c. ~ G, ~ ~ ~ _ ~ LLL LL v ~ : ~ ~
_ LOW MARSH 1342 P' + ~~t Ickerel W ' . ee POT + t_+ , , " ii LL \ PEAT POT LL ~ / 18 O.C. L -
+ + + + ~ ~ I i' 6~, ~ ~ ~ LOW MARSH 575 lizard's T it UART * - , ~ x a Q CONT ~ ~ : Q CONT 2 O.C. y
P + rs
* ' , 11 134 SF: ~ ~ EVERGREEN SCREEN 139 Li ustrum 1 GALLON + + t ~ 8,5b6 SF ~ 9 ~ 8,298 SF ~ ~ - ~ ~ r _ 1 1 GALLON 3 O.C. \ ~
. + ~ ' ~ ~ ~ ~ - I ~ DIMENSIONS ELEV _ + , ~ i L + ~ ~ , ; , -
_ ELEV - _ ~ AN D~
~ . + ~ L1L NORMAL POOL ~ 1.,. , u - - - _ ,6 309.00 - _ _ - - ~ ~ s - , 309.00 - - , ~ D ' 'hy W y y \ ~
~ ~ ~ _ _ TOP OF OAM WIDTH ~ ~ ~ 'ti, - © _ 10 314 00 - - _ _ ~ . 6 ~ _ k ...r - - - \ 314.00 --°e~_ - - ~ ~ v
~'.~k~. ~s ~ ~ _ ~ t LL - ANTI-SEEP COLLAR ~5~ ~ , 48 X 48" 324,00 324:00 - - V' - r
~ u_ y + + - - LUSH" RIF _ t. r'~ ~ u 4
- - + • - - FIRST F 0 ICE 4.00 in 309.00 , _ ~ - _ _ ~ _ _ - _ , 309.00 ~ ~ ~ - ~ - - w _ , ,
` + * * * - ~ ~ ~ ~ TOP OF RISER J - ~ 31200 _ ~ _ ~ _ + L4LLL f ~ - ~ ~ ~ ~ ~ ~ . AS 8,$94 SF 31200 ~ 1~ ~
_ y ~ . ,.---y~ _ - + + * + + - ~ + LLL~LL RISER FOOTING DEPTH 2,0 ~ t i _ r
I~Ivf~ ~ ~ ~ ~ ~ - - I ~J ~J LL'LLL ~ - _ L~L~ ~ ~ RISER BOX WIDTH \ _ i \ •ff r
W. w. ~ - _ „ - _ . . y ~ - ~ . _ - - - RISER ' , - ~ r,, ~ ~ ~ _ ~ BOX LENGTH ~ ~ - _ ~ , _ , ,
- \ ~ ~ '"S' - - _ ~ 5 - - _ ~ _ _ y , - ~ ~ _ - ~ ~ ; - ,vr~ ::K~ hit 4iJ,4li SY _ ~
. _ ~ ~ _ ~ , _ ~~''a . RISER BOTTOM ~ ~ ~ 3 0 ~ ~ ~ . _ ~ ,V ` ~ - ~ ; , t" 07.0 I ~ _ / ~ i ~ ~ ' ~ - ~ ~ ~k~r' > STf,`tV><~F BRANCH `~y v'. - ; I i TiA ~ , _ 307. ' ~ ti - ~ ~ - 00 _ , ~ .dr
_ , _ . _ _ _ _ ~ ~ - ~ ~ ~ A ,t~ - - ~ ~ ~ ~ ~ ~ ~ ~ x ' - -
~ ~ ' ~ 56 LF _ _ ~ ~ - _ _,ti , - - BARREL INV IN _ \ _ ~ _ ~ , - ~ _ may./, , ' - - ~ _ _ _
~ , . , _ - 307.00 ~ - i ~ ~ . a - 307. , ~ ~ 00 _ - _ _ , . , _
' BARREL INV OUT P - RE CAST HEADWALL 306.00 2 ~ \ ~ - 'a ~E 171 - 3 ~ - - - ~ -
- ~ , , / ,r' ~ ~ ~ -L176 - 7 _
~ X170, _ ~ i
_ , , _ 1
SCALE 1 _ 6 _ - - v'~'=-r?~.-- I~ SCALE 1 = 50 - - ~ ~ ~li ~ E 1 -
EMBANKMENT Normal Pool S rf - u ace Area 12,664 sf
10'-O" Foreba Area Y i6% 2,000 sf
High Marsh 34~
SLOPE 4,330 sf
®2.0~ Low Marsh 34~ 4,334 sf
Open Water 16~ 2,000 sf
1'-0" 3 PERMANENT FOREBAY 1~ TOP F Len th of View to be screened 9 680 FT
PERMANENT POOL 0 EMBANKMENT
LOCATION QUA SPECIES ROOT SPACING
6" PRECAST CONCRETE LID 3 3 - - . _ HIGH MARSH/ EDGE 289 Blue Fla Iris p 1 9 EAT POT 2 O.C,
W MANHOLE COVER ACCESS = ~ tf 3 3 3 HIGH MARSH 73 Shore Rush
1 I- 1 GALLON 2' O.C,
HIGH MARSH 361 _ Broadleaf Arrowhead PEAT POT " 18 O.C.
6" OPEN ALL FOUR SIDES PERMANENT FOREBAY WEIR CREST LOW MARSH 506 Pickerel Weed PEAT POT 18 O.C.
ELEVATION: SEE TABLE OPERATING WHEEL NOT TO SCALE LOW MARSH 217
Llzard s Tail QUART CONT 2' O.C.
NOTE: d 6° MIN. EVERGREEN SCREEN 227 Li ustrum r 9 1 GALLON 3 O.C.
PLACE STEM SUPPORTS 4"x4" TEE
AT 3' FROM BASE ~ X' X X' ID DIMENSIONS ELEV
PRECAST CONCRETE BOX + + „ „ INTERMEDIATE ATTENUATION ORIFICE NORMAI. POOL 1 „ 2,664 sf 302.00
(SEE TABLE) + HIGH M,gRSH 9 - 18 ELEVATION: SEE TABLE ~i + + TOP OF DAM WIDTH 10' 307:00
4"x4" TEE
PERMANENT POOL „ E ~ LOW MARSH 0 - 9 ANTI-SEEP COLLAR 48°X48' 298.50
LE ATION. SEE TABLE ; GROUT EACH SIDE "FIRST FLUSH" ORIFICE 1.5 in 302,00
ORIFICE OUTLET SEE CHART FOR SIZE 4" IP OPEN WA TOP OF RISER i
D J T S ALED WITH A-LOCK NEOPREN TER E 305.00
„ GASKET CAST IN MANHOLE WALL 6 NRS GATE VALVE RISER FOOTING THICKNESS 1,5 FT
FOREBAY RISER BOX WIDTH 5
TEMPORARY SKIMMER ATTACH '0-RING' GASKETED LL DURING CONSTRUCTION "x4" EE CLASS III RCP RISER BOX LENGTH
5
DRAW DOWN OUTLET OUTLET PIPE RISER BOTTOM 299.00
PAVED INVERT BARREL 30 in 66
BARREL INV IN
II GROU T o i °a. 299.00 BARREL INV OUT PRECAST H•
N ~ ~ ~a .a n °a • CADWALL 298.00
8' X 8' CONCRETE FOOTING
2 500 PSI CONCRETE MIN ~ ~
SCA ' ~E 1 5Q
RI SR RA W D OWN VI TAI L
NTS
NOTE; SKIMMERS SHALL BE USED ON PONDS DURING
EROSION CONTROL PHASE OF PROJECT ~'4 REBAR 12' O.C. EACH WAY
1/2" PREfORMED JOINT FILLER, 12" WIDE
CONSTRUCTION SEQUENCE SKIMMER
1. INSTALL EXISTING POND OUTLET PIPE.
2, INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM. RISER 3, INSTALL BMP RISER AND DOWNHIL DAM. '
TOP OF DAM L SLOPE. / 4. STABILIZE BMP DAM SLOPES WITH SEED & Ml1LCH.
WATER LEVEL DURING STORM 1' MIN. FRE 5, CONTACT TOWN OF CARY EROSION EBb~RT~ CONTROL OFFI R F
EMERGENCY SPILLWAY ELEV. CE OR REVIEW. TRASH H00 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING. A q
- - _ - 7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN. PpE 8°
-1 - - - - - I ~=III=I i 8, ONCE SUFFICIENT AREA IS STABILIZEO AND THE T -I ~ ~=I I = _ OWN EROSION CONTROL NTROL
-I - - I I- ~ I OFFICER ALLOWS THE REMOVA ELEVATION SECTION
I ~=III- - PEAK FLOW ATTENUATI - - L OF THE SEDIMEP~T CONTROL DEVICE - = ON POOL - -II COMPLETE INSTALLATI N F -III=III- _ - - MINIMUM SLOPE 3 : 1 0 0 THE PERMANENT STRUCTURE. NOTES: 2000 PSF MIN.
-I - - 1- -I 9, CALL ENGINEER F F I ~ = I _ _ _ , OR INAL INSPECTION. I I - BEARING CAPACITY SEE BMP SECTION FOR SIZING DATk 1. L =THE LENGTH OF THE RIPRAP APRON. BENEATH COLLAR
-I ~ I=1 11= _ -
I=1 i I=1 I I-1 _ -I PLAN VIEW 2. d = 1.5 TIMES THE MA)aMUM STa+~ DIAMETER BUT NOT TYPICAL ANTI-SEEP COLLAR LESS THAN 6° (inches).
I I-~ I I=I I - - - = EARTH DAM - - - li-I~~ II J. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE NTS
I -I I - - I - - -1II- - - _ -I CHANNEL BANKS TO AN ELEVATION OF 6' fiches) ABOVE THE MAf~IUM TAIIWAIER DEPTH OR TO THE TOP OF THE
=1 11= a , ~ _ - 1= - a - III-~ . - NOTE; RISER BOX, SKIMMER AND OUTLET PIPE SHALL. BE L BANK, WHICHEVER IS LESS. e~osseoee 4. A FILTER BLANKET OR FILTER F.,BRIC SHOULD BE °°°°0 CA ee0°4
i 1=1 I I- _ =1 11=1 = • I - - - I-I ~ I INSTALLED PRIOR TO THE BEGINNIN F I - - - DISSIPATOR PAD G 0 OVERALL INSTALLED BETWEEN THE PoPRAP AND 5qL FOUNDATION. o°° N R °
1=III=III=III=III= 1= - - sl _ - - - - - - -III TE GRADING AND SHALL BE UTILIZED A ANTI FLOATATION DEVICE -I - _ ~ (-I 11= I "-I I - - - RIP RAP S A SEDIMENT o° eNeeeee ei° o°° ~
~-I I I, I III- „ - III CONTROL DEVICE - DURING ROADWAY & UTILITY CONSTRUCTION. '-I11=III=III=I I ONCE SITE HAS BE N • Flo
E STABILIZE AND GRADING IS COMPLETED d A _ _ ° a 05 SB 014
I I I-1 I I= I=- THE BASIN SHALL I - - BE CLEANED OUT AND STABILIZED. THE -III=III= - SKIMMER SHALL L a r ° APPROVED
BE REMOVED TH ANTI-SEEP COLLAR -III=1 = - E BOTTOM DRAIN CLOSED ~ I I_I I I=1 I = - - AND THE NORMAL POOL ESTABLISHED. see
_I I I-III-III- ; TOWN OF GARY \ SECTION'A-A' ~c ~ e00aseeN°ee ~ o°° N ~~,o
~ RCP OUTLET PIPE-~ ~ II ~i a~ °°e q, gER ~ ~ ~ i' eR o0o A ' ~ ! eeroroooooo pproved by Date
~ 1,~ ~r---~ -
DETAIL No. running Date
s N TS. B i"cr h PIPE OUTLET TO WELL-DEFINED CHANNEL 04000.21 Engineering Date EFFECHVE:07/01A04 SHMT 1 or 1
No. Revision Date B Designer Scale
0 W&R 1 "=30'
Drawn By Date
WELDON RIDGE MS 03/24/06
ecked By Job No. ChSTORMWATER PARCEL SF-5 WITHERS RAVENEL AJER MANAGEMENT BASIN PLAN Sheet No.
9 JAB 203072.16 x ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
u

_ 701 N RAL NOTES NTI N DEVI E Vi IBLE FR M THE RFJaR YARD OF ANY ADJOINING TOWN OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NOTES 5 MMA TOC 5- - 14 S 0 1DJOINING
'a GEE 23. STORMWATER OEiE 0 C S S 0 q _ DWELLING SHALL BE SCREENED FROM OFF-SITE VIEWS. EXCEPT WHERE DEVICE MIN{MUM LOT LANDSCAPE A. SIGNAGE iS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN DEVICE REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN, IF PHASE SF5 SF-5 1 SF-5 2 Total / /
N A ' RAN WfTH THE 70WN OF CARY STANDARD SPECIFICATIONS AND DETAILS, PLANTINGS ALSO SERVE AS BLiFFER PLANTING MATERIALS, YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST
' ' V T'ATI N ~NILL BE RETAINED TO THE 1 • ALL CONSTRUCTION SHALL BE I GCO D GE ^ 1, EX .,TING EGE 0 THE LATEST REVISION. 24. ALL SIGHT DISTANCE TRIANGLES ARE WITHIN THE PUBLi~, FIGHT-OF-WAY EXCEPT SUBMIT AND OBTAIN AP PROVAL OF A UNIFORM SIGN PLAN PRIOR TO ZGNING FOREST OAKS PDD - SF-5 ~ EXCEPT THE RELEASE OF Pi.ATS FOR THE RECORDING OF LOTS (IF r.
MAXIMUM EXTENT POSSIBLE, ~ 2. ALL PROPOSED STREE'.' RIGHT-OF-MAYS SHALL BE 50' AND STREET WIDTHS SHALt BE 2T BACK TO BACK UNLESS WHERE INDIGATED ON THIS SHEEP, INTERNAL SIGHT i`RIANGLE5 ARE MEASURED AS ASURED AS pp I AB E , PLATS Tfl RECORD LOTS CANNOT BE APPROVED UNTIL GROSS P,^vREAGE 20,77 20,87 41,55 ® ~ A LC L)
~ I SHALL NOTED OTHERWISE 10' x 300'. t,~ M~fER DWELLING CONSTRUCTION, EACH LO r APPR D PUD DOCUMENT. CHECK THE CARY ORDINANCES FOR THE UNIFORM SIGN PLAN HAS BEEN APPROVED. ~ ` OPEN SPACE% RECREATION
HAVE TE F01_LOWING REQUIRED PLANTING; 3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE OVE II PORCHES, DECKS, GARAGES, ETC. 25. ALL BUFFERS AND FENCES IN BUFFERS WILL BE MAINTAINED BY THE HOMEOWNERS B. EQWNERS B. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS ACRE:~~E
4, UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF THE ASSOCIATION, ALL BUFFER AND STREETSCAPE LOCATIONS MUST BE FREE OF 'REE OF REQUIRED, (LE. BUFFER TYPE A, B, C, AND 100' THOROUGHFARE
RGE TREES /one in the front ard, one in the rear yard) N N PLAT ANY EASEMENT SUCH AS SEWER, WATER, AND STORM DRAINAGE LINE EASEMENTS. a) 2 LA ~ Y SUBDI SIO CEMENTS. CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT R W gCREAGE 3,94 2.46 6,40 / TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE
MATURE SIZE = 4C -60' H 5. BOUNDARY fNFORMATION IS BASED ON SURVEY BY KENNTM CLOSE, INC. 26, SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED ON INDNIDUAL LOTS PLANTEQ SIZE = 2' CAL. & H 6, DESIGN BASED ON TOPOGRAPH{C SURVEY BY KENNETH CLOSE, INC, WHERE INDIGATED ON THE SITE PLAN, DRIVEWAYS SHALL BE LOCATED OUTSIDE OF L LOTS SHOWN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS, NET ACREAGE 16.83 18.41 35.24
t MAR C. F R 3718300280 E GATED CH 3 TSIDE OF C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL All SITE PR P N' N ~ R F TS 69 4 ~
MALL TREES ane in the front ard, one in the reasr yard) 7, FEMA 100 YEAR FLOOD PLAIN IS NOT LOCATED WIIH}N THESE PARCELS 0 ~ SIGHT DISTANCE EASEMENTS, b) 2 S ( y 1992. PRi R T 0 OSED J E3E 0 LO 4 113 WORK IS COMPLETED. THE FENCING SHALL BE REMOVED 0 0
MATURE SIZE = 15 -40 H r R T CONSTRUCTION. LOCATION OF F R W LDON RI MlTTED UNDER TOC 05-LISP-003. "i PLANTED SIZE = 2" CAL. & $ H 8. CONTRACTOR SHALL VERIFY LOCATION 4F ALL EXISTING UTILITIES PRIG 0 27, UNIFORM SIGN PLAN 0 E DGE SUB # -003. THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY PROPOSED DENSITY (DU/ NET 3.0 23 2.7 i (CQ).
~ EXISTING UTILITIES SHOWN ON PLANS IS BASED ON $EST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY ACP,£~ D. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES
c} 4 LARGE SHRUBS (near foundation) AS APPROXIMATE. D MATURE SIZE = 5'-8' N 9, ALL HANDICAP RAMPS SHALL BE CGNSTRUCTED IN ACCORDANCE WITH TOWN OF CARY STD. 3.16 (REVISED ASSOCIATED WITH ON SITE ELECTRIC, CABLE, TELEPHONE, GAS OR MAXIMUM DENS'.1~' (DU/ NET 3.0 3.0 3,0
PLANTED SIZE = 30" H 4 19 01 . HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTERSECTIONS. / / OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD A~Rr. WT AREA OF THE SITE ANO SCREENED, TO THE EXTENT POSSIBLE, I H
p' 10, ALl GUL-DE-SACS SHALL HAVE A 45' RADIUS FROM CENTER TO THE BACK-OF-CURB. EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF MIN LOT Sf?E ALLOW 7,700 7,700
d) 8 SMALL SHRUBS (near foundation} 11, All STREET INTERSECTIONS BACK OF CURB RADII ARE 25' UNLESS NOTED OTHERWISE A 5' CLEARANCE AROUND THE STRUCTURE TO ALLO W FOR ACCESS, A OITIONALLY ANY SIDE Of THE STRUCTURE HAVING A ODOR OR
MATUP.E SIZE = 2'-4' H 12. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W S OR SHOWN OTHERWISE, PLANTED SIZE = 20" H 13. ALL SPECIALTY STREET SIGNS AND POST SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL IN D ~ .~E MIN LOT SIZE PROPOSED 7,546 7,764 LOCK, THE PLANTINGS SHALL ALLOW FORA 1Q CLEA CE
A ORDANCE WITH TOWN OF CARP POLICY STATEMENT N0.85 PRIOR TO INSTALLATION, AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT AV RA ~ T I E 9 231 E GE ! 0 S Z 9,950 9,516 MATERIAL AT MATURITY,
' z HALL BE PRESERVED CC ~ EXISTING VEGETATION OR PLANTING 5 14. COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION. STREETS LF 3,149 1,952 5,101
AND/OR PROVIGEG WHERE REAR YARDS BACK UP TO ONE 15. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS. A S OR STREET. E' ANOTHER OR ARE VI516LE FROM THE REAR Y RD ifi. DELINEATED WETLAND AREAS SHALL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY E. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-Of -WAY OR WITHIN 5' of A SIDEWALK. WATEKLIVE LF 3,068 2,101 5,169
THIS EXISTING AND/OR INSTALLED LANDSCAPE SHALL MEET OR PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR.
EXCEEG THE PLANTING CRITERIA FOR TYPE 8 SEMI-OPAQUE BUFFER. RE PONSIBLE FOR RLL INSTALLATION COST ASSOCIATED WITH STREET LIGHTING ALONG F 17. THE DEVELOPER NflLL BE S , F. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE SENIEF; LF 2,860 2,265 5,128 WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO I
AlL PROPOSED SIREETS, ADJACENT STREETS AND THROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY ~ 4. NO LE55 THAN 50 PERCENT OF THE MINIMUM THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY SEWER FLOW 19,320 12,320 31,640
LANDSCAPING SHALL BE VISLBLE FROM THE FRONT STATEMENT NO. 13. THE DEVELOPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHT COMPANY IN ORDER TO (CO). DENUDED ACRES 43,6 AC
OF THE LOT. DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION PLAN PRIOR TO CONSTRUCTION. i 18. INSTAlLAT10N OF ROAD IMPROVEMENTS MUST OCCUR PRIOR TO RECORDING OF LOTS OR A BOND MUST BE G G. NO FENCING SHAH BE PLACED WITHIN A BUFFER UNLESS INSTALLED
! 5. ALL PLANTS SHALL BE INSTALLED PRIOR TO ISSUANCE POSTED. AT ONE TIME FOR THE ENTIRE LENGTH Of BUFFER OR STREETSCAPE. IMPERVIOUS SUF'.FACE AREA - 111 556 69 652 181 210 ~ NEITHER INDIVIDUAL LOT OWNERS NOR THE HOMEOWNER'S ~
CF A CO FOR EACH LOT, 19. fENCING PROPOSED ALONG A THOROUGHFARE OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR INFRASTRUC ~ URE (SF}
ORS. IF A FENCE PROPOSAL IS NOT PART 4F THE APPROVED SITE DEVELOPMENT PLAN, MATERIALS AND COL TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE SHALL SE SUBMITTED TO AND APPROVED BY THE TOWN OF CARY. AVERAGE Al_LOWACLE 5,700 5,700
IVIDUAL LOT OWNERS WILL NOT BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A THEN IND LINE TABLE THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERTIES IMPERVIOUS ,gF'EA PER LOT
L~~E LENGTH BEARING ADJACENT TO THE STREET. IF A FENCE IS PROPOSED, THEN EVERGREEN SHRUBS ON THE STREET SIDE OF THE H H, OECORATNE FENCING, PRIVACY ffNCiNG AND ENTRANCE WAILS (SF T WITHIN BUFFERS AND ALONG STREET , PROPOSED TO BE IOCA ED
~ Li; 19.71 N74'14'20"W FENCE AT A 5' SPACING WILL BE REQUIRED, FENCING ALONG A THRQUGHFARE OR COLLECTOR STREET MUST RIGHT-OF-WAYS MUST 8E APPROVED. PLEASE SHOW ALL SUCH ESTIMATED- Ii~PERVIOUS 393,300 250,800 644,100
I LZj 45.38 S68'44'10"W FIRST BE APPROVED PRIOR TO INSTALLATION OF THE FENCE L3~ 43.64 N8T00'47"W N P N PACE WILL BE RECORDED RS LOTS ARE RECORDED. OPEN SPACE SEPARATING TWO PARCELS LOCATIONS ON THE PLAN INCLUDING AN ELEVATION VIEW OF THE FENCE INDICATING FENCE HEIGHT, MATERIALS AND COLORS. SURFACE LOT AREA
20. ADJACE T 0 E S i L4 21.20 N56'07'34"W WILL BE RECORDED APPROXIMATI':` HALFWAY BETWEEN THE PHASES WITH THE ADJACENT PHASE. PROPOSED LANDSCAPING ASSOCIATED WITH THE FENCE I 4 7
FAMILY RESIDENTIAL LOTS SHALL BE L5 5.93 S59'25'04"W 21, ALL LANDSCAPING WITHIN STREET RIGHT-OF-WAY NOT ADJOINING SINGLE % ~ z~' ~'s •r' T TI N AS REQUIRED BY THE ZONING ORDINANCE, MUST ALSO IMPERVIOUS SI.RFACE AREA 50 ,85 320,452 825,310 INS ALLA 0 , , BE SHOWN ON THE ENTRANCE FEATURE PLAN. SETBACKS
' N IN P PETUITY INCLUDING MEDIANS AND TRAFFIC ISLANDS. ! i. ~ L6 36.77 543'09 51 W MAINTAINED BY THE HOME OWNERS ASSOCIATIO ER ;
MI FOR REVIEW AND APPROVAL PRIOR TO APPROVAL FOR THIS ~ ~ MA OR ENTRANCE MONUMENT I~ L7 18.21 N52'S3'27'VJ 21. AN ENTRY FEATURE PLAN SHALL BE SUB TTED ~ .NT I, THE TOWN OF CARP SHALL NOT ALLOW RECORDATION OF LOTS - p I FRONT YARD COL.LEGTOR 20' 20' -4 FOR UNTIL THE NORTH SEWER INTERCEPTOR PUM STATION S
L8. 8.66 S68'31'S1"W SUBDIVISION PLAN. ~ SEE SHEETS LS-1 TO LS-4 FOR i L9 23,49 N38'02'O1 "W 22. THE DEVELOPER SHALL PROVIDE EACM DWELLING UNIT WITH A TOWN OF CARY APPROVED ROLL OUT SOLID WASTE ~ i` DETAILED INFORMATION OPERATIONAL. ROAD
/ „ COLLECTION CONTAINER, o r ' L 10~ 21.81 N283657„E A NTS. / •f°~• 'r-``. MINIMUM AVERAGE WIDTH 65 65' 1
L11~ 29.39 N51'45 53 'W 23. DRIVEWAYS SHALL NOT BE PLACED IN SIGHT DISTANCE TRIANGLE E SEME / 6 //~i/' ,y , \ I YARD IMINiiaUM 7' 7' S DE ) ~
16.06 '4 "W 24, LOTS 503, 512 AND 522 SHALL N0( BE ALLOWED DRIVEWAY ACCESS TO SENTENEL FERRYkN (ROAD fyi , \ ,p f ~ 2 ~ S70 09 9 / , / % .%F=tip., ~ ' ~ _ ~
I L13 6.92 N29'04'35"W / / r~ % ~ ~ A c, SIDE YARD t;GGREGATE 15' 15'
i L 141 t 9.95 ~ N00' 12'24 E / ~ ; ..r s ~ .b. v a I '~-15 20.58 N46'17 24 1h' / ti~ ' atiy,? A"~ A s C, ~ REAR 't`.ARD 2G' 20'
~ - / ~ ,y, ~ ,~~y ~ , ! L16 20.60 555'5$ 04 W / %r' 6' ` ~ c~. ' ~ _ CORNER SIDE YARD FROM 1 _ 15' (
o' A, w ~ Li 7 12.93 N79'37'39"W / , ~ / y v, , ~ < I I
i I ~ N t 8' 13'21 "W ~ a- / ~ ~ ~18 9.24 1, ~ L7s
! 19 41.18' 565"01'50"W / / ~ ~w ~ \ p~ ~ X20 30 538` 10 56 / % ~ / \ , 4. ,ti7/ . ~ p. V BUFFER SEl`BACK ' ~ a ; J 10
L21 33.92 N52'34;13°W / - o~ / \ ~ '''i' its.' ~ ~ g. ' ~F
L22 2 , S78'24 30 / ~ • i / \ ~';,a\`\ ':c'', ~ ~ s IPF l80 - ~ ~i'
L23 12,64 S53'59'24"W / ~ ,~f ~ ~ / 1 ; •r°~ o`}• / 51' fig, 1, L46 ' : DEVELOPER; OWNER;
L24 ~ 20.27 N53`03' 11 "W / 1.~9 i as ~ ~ ~ - ~ L47 ' ~9`,
X25 28.13 N88'59'43'VJ ~ i / 3 - _ ~ ~ • 2 ~ L26 11,04 N76`57'49"VJ ' , ~ ~ ~ e~ ~yy 6 s I ~ \8~, h:,. ` , \ SECONDARY ENTRANCE MONUMENT ~ R N I~± MEBUI R I P RK R R EANS H I R ' LS-4 FOR PAE<KE(~ & 0 LEA S ) LDE S, NC A E & 0 L OMEBU LDE S, IIvC. ~h=~.' SEE SETS LS-1 TO
6 , I I ~ SIDEWALK 6 - , i ~ ~ L27 20.81 S7T 15 52 W / / /~rf ~ g1,irr R q'~ J ~ !1 t 26 i i 27 w ~ ~ ~ 211 JAMES JACKSON ~:VE 211 JAMES JACKSON AVE, I _ _ ~ z` D I ED INFORMATION
I Lz$ 47.02 s$3'S4'o9"W SECONDARY ENTRANCE MONUMENT / - / " CARY, NORTH CAROLIf~~, 27513 ARY, fvORTH CAROLINA, 27513
- / J'i/ s 8 . ~ • ! ~ ro,4t0 sF I r a,l I3 svq ~ 7 ~ ~ , 'i L29 x3.47 S70.22'S4"W HEETS LS-1 TO LS-4 FOR / " ~ ? sg, y ~ 2s i I ..l 2a r`. ~ SEE S /r' ~ Pe~.A; / 1 y i I ~ ~ , 4 . 4 , ~ TEL. [phone]' FAX, [phone] EL. [phone] FAX, [phone] v s ~c -
I / .,.y 5 ; G , / i . t ~ to,654 sF 4 7.7n sF ~ s 1.3.,1 2552 S58'11'10"N J ~ / 1s 1 L_ Q r~ DETAILED INFORMATION • ~ y _ / 9 ~ E / f6 I ~,1~-v. ' i ~ . ~ , ~ Q yy,.. t i 29 , ~ , .a;' AT1N; BRITT SPIVEY TTN: BR1TT SPIVEY
^17.1Q / ~ V g i1~ 141 a ~5 o i L._.__ LJ , N4,i2759 W ~ ~'S; ~ / ~ 2.2 ; ~ . ~ ~ ~ ; ~ i I _ _ ~J21 59.02 N49'28'39"W / , .r'" 5O ~ 9474 sv ~ ~ ' i r 4., v ( fi/' 30 ~ \ ~ a I . ~ \ ~ ~7•
L 33': 20.33 N73' 18'S9`W / ii 6j / ~ ` ~ ~ ' .1.. i f i ~ 9.840 5F ~ `.5 rs' ~ ~ ~ ) D '1 ~8• ` ~ rs'. (;ONTACT/CONSULTAl~ R.~AOAO ~ :o ,
/ 7 3~' f 3t r / ~ a,Tas sF R.~AOAO ~ ? .is7 34 13.50 N56'~7'23"W / J'/ / . ~~s~ ( 20 rf i . ~ ~ 4. as, ~ 17 ~ w1.66.7 , ~ J~ ~ i r f , ~ ~i
i ~',5i 34.181 iVJ5C02D'W J fig/ ~ TY ~ ~1.1845F i 1 \~6~ 6,,, ~ i ~ 1d.24"~4', _ ~ / \ 1 ~ ~ i i .A.-165,0 ! I t a . 2r54.1a~? WITHERS & RAVENEL., INC. TOWN OF CARY o `
L36! 37,24, N5T29'31"W / 1 ' i i ~:_~4:~e-~ Sow , ~ -----j-- ~ _ / / j~~ f: / ! ` ~ 11.670 SF ~ l 1 I r i 23 ` ~ 1,a . Ibt.3a ' - N I3,24f Sf ~37, 77A1 N49 ~9 31 °W ,I~ ; 'r, ~ ~ M .5} I ) n a . acts 4: ; ,~r ; r ~ dA' 111 MACKENAN ORNE t334t sF a A,'~ PROJECT # 05-SB-014
~ ~ • r 1 e' / / f di' /i, ~ 0~ 1 I S~•~ J tS~ 1.P ~ IO.Ob ai 1~, % r ` ~ ~ r`•.. i' / 1.,.5 N71'2ti0i W ~ y 5 / , i,' 1 in~2as~$ ~ ~ ` ~`~p, o CARY, NORTH CARQUNA, 27511 ~ _ - APPROVED 12/12/05
r--_..- - - / i G~7A~ ~ e / i ti ~ - ~2 ' to ` rao ~ ~ i i 1 L39 39.~~ 572'35' 14"W r; / R ~ti , . I i s. w QI ~ ~ r \ TEL. [phone] FAX. [phone] ~ o, ~ _
I I-q.0 45,04 537'25 10 W / '~/~J c~0 / • I i ~ r'ton.taot.~ ~ ; i ~ ; i i 1 ,y' f I ' 13.1425 ~ 16 ~ ~ ; 706'01 ~ i h h , ~ i 8.364 SF / f`' / / r L! 7 i r h 7j 9ABe SF ~ r ~ . ti ~ r ~ ATTN: ERIC W. SIMPSON, PE I
!.41 26.96 N84'1T23"W ~j / _ 7 i INI~ i ~ ~ 2t ~ ar ,`rql ~ ~ C ~ a ~ o . - / ~ r r/ r, I p! , J ) 9 ~ ~ ~ 9.27 ~i ¢ $ 1 ~ ~ ~ toa12 SF \e. - S~ ~ , ~ ~ WAKE CO NTY PIN 7 4,01- 8-4 PORTi N i
I ~L42r~ 2b.94 ~'"W / ~ / i I r ~ 1 s,44asr ~y 10.8328f ' N l.. ~'7 .33 Y ~ 5 N46 15 22 / / ~ J . i 9.10 sF o 1 ~ ~ a 35:. 2s,s1 ,P „ ii~ ~ i 6 ~ i I ~ r~/ i o. , ,.1 er y . , / ~ ~ 4~ ~ 32'0297 4t. , k L43j _ 81.6u S01'44'S1 W f e>'. r,•,, ~ 's. / r i I h; i ~ 1 : ~ S a ~-¢a < ' ~ \ U NUMBER Q Z 3 220 ( O ) ~A s s9, ~ , s~o;. 0725.03-41-202 (PORTION '
f ~ yl ~ / ~i~/r~ 'l'~~ ~ r' ~V J t i ~ 1 ~ i' \ n~~./r ~ 45 ~ a ~ - ~4. i 59,43 580'10'57"W ~ f~ ' r 6 i ` ~ , , ~ 7 sF ~ ~ , ' 3.
' Loa, 22J4 562'34'04 W ~ , ~ ~ : / , as 33 i ~ ' ~ ~ ~ , 22 i 9"3ss sr Q~ a ,517E GTE / / 9 / ~ r O h ~ ~ / ~ ~ 't, I t.t 12 SF ) ~ ou sa } ~ ~ 8,276 5F ~ `P ~ j . 7 ~ ' ~ / ' ( EASE 7.9t ~.,strE c~ ~ °F' NOTE;
L46 17.12 N '21 "W 'Tf ;1 e, , to t sr ~ r 56 20 ~ ~ o ~ ,>Q ,,7 ` ~5., ' 9.345 SF ~ , `uJ, , ~y, Y ~ ~ as, \9'- THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR
~7i 22.091 ,r--, ~ \ \ L N07'S5 Q~ E r~ i 1 9 ~t b t .T i / 3 o L. _.J , t R 1'I' i 1 716''- ~ ~ ' \ J. i' ~ ~ i ~ ~ V1 ~S<. ro 9 ~ \ ~ ~ ` ~ I i I S ~ ,@ i \ ~ WATERSHED PROTECTION ORDINANCE JORDAN LAKE asp sF , t~ , , r ~ (
L .n ; 9.34 N29 25'46"W /C / PS ! - ryY~ ~ ? s~. ; i '7 ~ ~V torso sv', Ada. ~ ~ ~ ; 4 ~5 d3` ~ / / ~ ~ , r 14 ~ ~ i 10,070 sF i . U 51 1 , . 9 W.0 N05 23 57 W ~ . ~ ~ 'a,,a3t s€ ; I f t~ rQ re ~5~ ~ , ~ , ,9 WATERSHED) AS A H.SH DENSITY USE WITH THE
1 ' 4 4 ~ Q' i~ / ~ ' e,, t o r ~ a~ 7.764 ~DRR) v t t0A32 sfTul = ~ ' _50 ~ .2 N15'45 01 W ~ F ~ ~ s ~ „ N ¢ !v o taa ~ TAN -6~V, ('S ~ „ ~"S ' , ~ \ ~ ! t \ , R / 170.00 t0.702 SF ~ ~ ~ ` r~ ~ ` ~ \Jt ! ~ e . Sf~7 ~ . 6 . ~ °I! 589 ~ i \ \`2'''. PROJECT IMPERVIOUS PERCENTAGE 146,0%,
t51 48.39 _ , ~ I N40'08'23 W ~ w % ~'o ;`~s• n/. s.. ~ 3 sF ~ ~ ~3.f~ to7.76 ,DINT ~ SnE~iR~ tir , .~3 so,, _ S ' g ,,y~` OG ~ I i i \ CONSTRUCTED WETLANDS MEET WATERSHED
r ~ / ~ r' r , ~ ~ TAN,a 55.77 ~9~ , ' i 1 ~ DI '_52 13.05 575'04'53"W ! ~ . ~ ~ Sli'E ~1EN'f / , v ~ ~ ~ r DI P-'--a•03 _ ' i ; ~ \ REQUIREMENTS. Q~ 12]' O N S4'J i._ r i toau sF ~ 3 \ '
L53 _26.50 N35"03'42°VV ~~F ? ( 7,9005f PAC S-~;~ ~ ro,~,~ C 1. to,6a7sr ) / ~ ~ ~ r r r
Lv4i 38.22 N82'29 05 W y , P~I ~ u 12 ~ f i / . i~ ,Ri` ~ . ~ i 'N, .AGE \ ~ / r to.7st sF ~ '-""'f_"---t- „ ~ ;i ~ ~ r ~ C I L~„ 1 32.03 550'46'08"W ~ i 2 8,279 ;7• POINT ~ r, ~ > 1 ` ' ~ \ , ~ ~ ` \ ` , r
= n i ~f k P{ / ~A C US ,.r C 1 6.34 '$F \ y.i , ~ R. 2 .~V, L. 1 ~ r h ...-....',~.4 ._.,68 - _ L ~6 ~ /.$a N64•z7'SG W J, ~ ~ asar s0. ~ ~ „ ~ -~6~-- _ '1 - _ /r I IIVT .r ~,t .r, ~ 9,429 SF _ 1 7 605 I .a q ~ ;
':,7' 17.27 'W' j i;' ~ " ~ ~ 1 a '/e.u 't - - yr 1 _ N70'29 23 f ~w , ~'f~•QD' { o,, 9.u3 sv ~ , 3 ~ 5\`'~< , ~ - i 8,436 SF i ~ i ~ r _ _ l ~ ~ ESTIMATE 5,700sgf# IMPERVIOUS SURFACE PER LOT
58 36.15 N41 `00 39 W ~ / G ..-~a-_ • 'y~ r: t r0.•, m ~ Y 0 ~ 53 ~ i i i r . l' ~ U. 09 ~ 41 ~ ~ t C.r ` ~ ` e,~• 71 0T t. u ~ ~ ~ `f`' X7 ` 8`~. IL125 SF ! .._._115'_._ ~ i 6 I i 7 i ~ ^ ~ ' r ' ` - r -e-.?~•~6 ~ ~ ~`i;' \ ~'G \ • ALLOWS FOR 50x60 BASE FOOTPRINT 1 500s tt FQR I I 1 ~ ~ I TIN .-142.53 i, \ \ i1'~, \ r/ ~f 1 1 q
L59 28.93 S81'43'S0°VJ r`' / / BMP- r n s9 sF ' ,w ` a r - 1 j u / ~ .2 Ap / / ~ , ~ 8.768 SF / ~ \ rn i b I SffE r - ~ S CIfD r i 9 i 0.' --__.y 1 w a ~g ~ . x,427 sc i~ 7,885 SF L j ~6u t 2.64 N81 31 24 W ! ~ ~ / \~l ~.c. - - - - ~6 ' ' 7 i ~ i ' - 41~'~ r. i ~ 56 > \fi~p , WALKS & DRIVES AND ALLOWS 1,200sq~t FOR ~ ~i ~ sF it ; ~I ; sos / 7S, sF . r ; 4,~0 ~s ~ OVERRUNS & ADDITIONS,
. WE NDS , ` /r, i I r7s' ~ ' 4 ~ ; I i t / `Y rA I i !_5il 38.99-~ NO1 30'30"E f _ ~ ~o ~ 1 r•._ ~ r • i i i i I , t i 6,o1s sF r i 6392 SF ~ ; ~ > ~ ~ \ fi% l . \ 2 - i.~ l i l i i i ~~i 10 i ; , % f ` ~ ` ~
~ ~ / I ~ I '1 N ! 7.762 Sf L 61 ~ 19.561 iJ67'S4'43"W ; / ~ ~ ~ . ? ~~~----..-.....-_-i' ~ i 52 ea2t sF ` v lam" I rc I n I i i.._ _ J l._ _ _ J FF o 9 ) ,P 7 r 8,503 6F ~ i 4 1 ~ r . _ ~ L_ _ i i i 8333 SF ~ i ~ \ ?f , , ,
Lc3j 1c.3$ 568'01 08 W ~ ! ~t 1 t ` i Sao, r i pD I 1.972 SF i ~ 93` ~ -"4f}' 32' 3'c' 33' 35' I-- ~ i ~ j 32 ~'1 s 9 . 9.734 SF i i iv ; 3b 3 35' 42, ~ , r 11 ` ~ ,3 , SF
L641 14,96 N45'19'34"W s~ r r ~ ~ ' i ! t ,f„ ~I 1 ~ ! ~ i 0.E. NGI~` i ,,.y0.1o2 SF L. 58, ~ tr9'. r' ~ r _ i -
L~!_651 <..61 568'56'10"W .a I ( 1 i ~~ir p ~ot^ ~i . r J I i i i i 1 6u, 20.52' ~G ~ r r r~- ~ p n i iti ? i I i i i _ N66 35 02 W ti . ~ t / i ~ ~ r , t ~ sss4 S= 1 ~ I , 2 601 ~ I - ~ ; >F, i r i \ti \ \ k
a +a ~ ~v ~ 33 I i / 55 b I o 1 6 . 7 "1 \ ~n71 74.79 N83 17'47"VJ ~ -mc-sr ~i t ~ S i i , i i ! ! , i 3 t'< S yj.-~ 58 ~ { ~ I s,1ss~ r) I r ~I i 601 c i i t ~ i ; ~ ~ y A \ ~i 3a i S ~ S t2 , us 42,169 sF _ ~`'l. .
t ~ C. i i ~ ~ 7,92i 5T• ~ 8,005 SF 8 472 I I--- ~ ~ ~ 1 9.858 af,l ! i 6 t ~ ,.%Y 2 i 11,491 SF 1 ~x 8.187 $F i I ! I I I 1' I ' ~Lo$ 33.22 N15'17'S1rW ~ ~ ,ux~_.~,1,r N L172~ ~ r ~ p.1 N r - ~ ! 35 i i y 9.t80SF ~ 1 17 „DA p i i i 1 1 i ! ` i r t w,lJSSF ~ i i f~ , ~ ~ r~ D i~/~C_RAM I i ~ - ' 8,005 SF r i 8.172 SF i . a i' I~ I ~ ~ ~i ~1 r j 8.320 SF N 98 j i8 SF Rr ~ , \ ~ < , , . `i ~ ! I rt l i I ~ 1 ~ ~ pat . .i3z''., r ~ ~u', , t
!.-o~ iJ.37 P1$2'i8'13"W j Q~P~I , &li ItsasSF i 1 t2A52SF I > 65 F 1 i ~ (~-___.i L____.J L_-- 'y ~ 1 r' f I 5 _ _ I I r i 7A19 SF ~ i 97 i n 1 -l`iT,+~ti 88'84 2 \ \ `i ry } , Taw i I I ~ $ - ; i ~ \ . -
70~ '.07' 568'11'25"W ~ L171 ,f,0... p ~ ~t i i 1 r i II~ ~ I ~ fi2 ti8 H ~ ,r. 6" 72' 63' ~ t(r 9T ` ~ 1 i j i i t 1 ~ I r 24+00 a `7i, 9.8 N62'14'02"W H • ~ i ' i { i ~ 5 ~i 63' In4!' .eta sF I ` L. i is } ~ 96 r . I 1 150. , \ , ~
r„ L177 ~ / j ~ 1 ~ 1 ~ ! I i i ~ ` 23t4D , + 2t+ 18.28]-._ N83"26'57"W Lt70 1.1.5'4.+ ~~t 1 i i ~ BMP-2 t 6 R• 75QO0 i ~i + ~ 5 r t 49~~ i , \Bd. _ - ' 6g~ + e, 06 9.586 SF i I ~ r i % v v v ~ t ~ ,.'ti'ts 1~ TIN~y/J~a0.~ t.4 i 10.+36 SF r~~i j i ~ ~ •v`~v X iy;~i"
' _ ' _73 14.$0 572'41'44"W n L16 w~~/ L,~~- 1 3G 3g• i i ~ , C.~O~rNS UCTED ~ 1 _ _ '_""'t,2 6%?~ _...67 9 + e •TtS41 ~ _H~C_~A16LR' i i , 561 # %
j- I -t---_'.~--. ~ ~_4„ \ r ~l Jy~,- A 44' ~'`.~.J 1~' y~ nL ~ ~ 10,5(8 SF(~i`C qtr ~ _ - 6t ~ _ i _74 i 19. ~ : N~6 32 J . W ~ ~ y L166 'g -•frr•. ~ ~ , ~ ~ . r _ _ , - ----r----------7 Ll ~ 30 ~ O'1 ~ r _ ' ~ _r _ R. nano _ _ . R. nano ?3...-... e+r~ , ~ J ~ % % ,i \as. ~ \ ` , r.
~ ti? 1 T,O,C. 35' r ~Crh P i i; i ~7 i n _.1 r___-~ r----~ -13gst j_ 1J5i 5.~~- 554'24'09"W ~ ~ 1 ~ GREEN _ / w i r r m . ,r ~ i ti WAY ~ - ` ~ I ! i ~ i - - - -'t L-..lagst ' ~5 ~ t % i tt,asy sF ; ~ `1193 ~ I_, r TIN .65'.42" , - -i S$", j % ~
1 1.J~j N85'02'40"VJ ~ 16Y L195 ~ Pa ~1 Gj i a ' , i i 1 i I a .938'1 _ L, S ~ ~ G~ 60 ~ 61 I 2 ! ~ n i i I r _ L7I1 13.441 N2T44'25"VV ~ 1 1.-~vts_- r~'' Q rv ail ! til i ~ I' 63 i i d •8'58'14. \ J i ~ \ \ ` - _
G 11,134 sF I x,566 sF r spas SF ^ ! .n ~ ~ 65 ! ' 66 ! ! 67 _ , ti L~a r... eN~°~ a r rtl m I _~8 1.<.i S$0'30'45"W t ~ z s ~.3ac+-. ~ a~R ' ~ Q i I i I " ! 9. s~ 14.071 s~ ~I i I MI 8 I I ~ I I ~ 1 ~ , i i i ~9f, \
_ _ , ~ _t~ t \ ~r i i I I I , I I 19.1 is sF ~ i 8,010 Sf ~ r 8.83! 8 ~J91 ;7.%1j 537'18'44"W M~ ~ ~.-t~t.~_ a' ~ v~ - _ L..~ ~ 1 i I I I I ~ , ~ .c' ~ ~ i i 8,010 SF ~ 18.834 SF ~ 7n8 SF A i 69 i i _ ~ ' ~ ' _ ~ ~'v i IY~~ SF b I I I `~7 .,.10750 ~ i ~ , 1 ~
14.1~J TYPICAL REAR YARD LANDSCAPE PLAN ` ~ , Q ~ ~ 1'; - i FUTURE ~REENW ! ' 1 _8~1 ~ ~ S74'4651 W ~ r, 06 5' ~ I I I i i 71 I 72 85 \ i 7S ~ g, _ _ _ _ ~ . l ORDI RAQddX•lsA i ~ i 73 ; g' . \ , , f x~
n i a ' z F r ki To Each Ofher ~ ~ 52' ss. ~ i~CQNtvfi TiOR,___QY L _ ~ - - - - _ 18,2v, 5,0'51 ,,7"W o Lots Bac ng Up .,y~,n T 1 A uafe Exlstin Ve etotion ~ t t ~ • 9 ~ y ~ 63' 65' 0: ERS _ 60' G. ~ ~I 6es1 I . 1 s 31,D07 sF ~ E ~ I 7.93E SF i J 1 B. lf, p" ~ ! t \ 6 , _4 60' 70' 1~ I i 8.386 SF ~ r / r ~ R• 139.86 . ~ ~ ~ 3 ERT iLfNE r i r~r 7 , i \ ~ 207.50. ,
_g2, ~ 7..39; 581'43'09"W W'thout deg 4 9 ..-~.~f~ ~ 30 , 6'' 63' a ~ r,0. PLANT MATERIAL SHALL CONFORM TO ~ ~ r ~ ~ ~ s. ~8~; ~5.~ , , 546'06' 12"w ~ ~ .a ~ EASEMENT . ~ ~ _ _.J ~ i i 9,253 ~ Z i \ ~ 1 ? _ ~ V.-
--,----i-- TOWN OF CARY APPEARANCE MANUAL ~r X36,' -a~, ~ ? ~ ~L$41 3i.73' N66'33'40"W ~ T•~~ ` `,~,INETI'?,~NDS ~r~ M r~`~ 1 ~ ,tolt?__~ 16~. i i % v ~fo 2' 6 . ~ i ~ 75 fir,; S ~ 8 ! Co
L85' 20,15 N05'07'44"W ~ t s n .7r. ~4, .'r= ~ ~ ~ ~ / ~ ; i r 8310 SF , i t ''q, ~ 'V ,`~,w ~~V 2~ % ~ i ,
~d6~ I7.d21 N53°08'11"Vd =~4>,a. r -t - m ~ .....-~r . ,
87' 44.7_. 'i •47, 1„ ~ ~ ~ ~ rte"' ~ 4K. ~ r ~ ~~°"'~`~4~G,i~``~ _ a • _ - ~ , '6 i' e~,h; ' \ TOWN OF CARY Nt ~ 6.870 ` \ `
~ ~ '1. _ - ~ .T4 ~ ~ 525 29'20"E a ~ ~ _ _ ~ ,,~9r' _ 1 i . ~ i , `tTZ~r ~a x ~~1.~5 S281836'E 2~ ~r1'6' ~ ~ , ~ ~ i : a: I ~ ` ~ PROJECT # 05-S~8--014
~ ' °0 ;0.95! "r FL ) _ ~ t~ ' 16 i 7 _
~ " 25 SJ2'OS"06„E p p f ~ ~ ~ ~ i _ ~ ~R f~ NINV VL~25 ~ i`- ~r~n¢1 ~ _ ~ ~..1 ~ i~ \ 1 h tij `~{f' Sq' 9,165 SF ~,Uo \ , g~' ~ - ~t t ~ ~ Fq~ q < , ~ ~ w ~ ~ A rowed b Date
, , REQU ED SC EE ~ ~ r ~ I Lei I J ~ _ II 534'59 16"E ~ j`31024' r~ r t/ 1 F' ...~_T- ' n ~ ~ Sv ~ ~ ~ ~ i a' \ Planning Date J,~ 3'~a ~ t it ~ \ ~ ,3, fl:.',
1.93 ~1.13j _ 836'51 32 E ALL RIP RAP PADS, DETENTION PONDS AND i L941 5i,i2~ S39'17'29"E SHADE FREE • ~ti. J, ~ , o ` ~ r~, k En ineerin Date ' ~ _ ~ r~ ~ #1~' ^ r1 ~ ~J /F Q t r~~ - .1 ~ 6• , ~ \ \ ~ : ~ ,fir, 9 g
_ OTHER STORMWATER RELATED DEVICES SHALL j L95' 16.74 541'14'43"E SHRUB
BE 5CREENED WITH EVERGREEN PLANTINGS L96, 33.97 s41 1443E zvnlral arno vnon nrrnn SUCH AS WAX MYRTLES TO REDUCE VISUAL ~ J d r-~ J... 1 ` ~ _ ` g- . ~ ~ ~ ; 100 O 100 200 .
L9 /I 5U 5b S42*10'25°E V\ Lr'1rN innv vI- ' NTS IMPACTS FROM LOTS,
L98! 50.77 S43'20'2 7 E SCALE. ao' 1 :
9 50.301 5344°03'43"E r-
No~_~ Designer Scale ~ T _ Revision Date B 7 i Sheet No.
A~ OC SE-COND SUBMITTAL 7/25/0 BDC W&R 1100' WITHERS R"ENEL
WELDON RIDGE B TOC THIRP., SUBMI-1-TAL 11/18/05 BDC Drawn By Date 5 MYLAR APPROVAL 1/09/06 EWS GAS 5/23/05 SITE PLAN J
ENGINEERS ! PLANNERS I SURVEYORS
PARCEL SF-5 D PhASING REVISIONS .1/27/07 BDC Checked By job No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] wvnmmithersravenel.com Q
JAB 203072.16 -

NOTE; SKIMMERS SHALL BE USED ON PONDS DURING
EROSION CONTROL PHASE OF PROJECT
SKIMMER
RISER-�
Vj�A E R _EVEL CURING S I ORPJI -
TRASH HOOD
PEAK FLOW ATTENUATION POOL
-III-
ANTI-FLOATATION DEVICE
11`0
PRECAST CONCRETE LID
W&R
B
.1"
W/ MANHOLE COVER ACCESS
?OO SECOND SUBMITTAL
11/18/05
4 X 4 10
BB
6" OPEN ALL FOUR SIDES
WEIR CREST PRECAST CONCRETE BOX
11/18/05
� ELEI'ATION: SEE TABLE
OPERATING WHEEL
+ +
+ HIGH
+ +
» »
MARSH (9 -- 18 }
' NOTE :
� 6" MIN.
4"x4" TEE LOW
„
MARSH (0 -- 9 )
PLACE STEM SUPPORTS
1/27/06
BDC
AT 3' FROM BASE
Open Water
10%
!NTERMED!ATE ATTENUATION ORIFICE
OPEN
WATER
ELEVATION: SEE TABLE
(t.-R4"x4" TEE
PERMANENT POOL
GROUT EACH SIDE
QUA
ELEVATION: SEE TABLE
ROOT
SPACING
ORIFICE OUTLET
1088
Blue Flag Iris
SEE CHART FOR SIZE
4" DIP J T ALED WITH A -LOCK NEOPRENE
HIGH MARSH
272
GASKET CAST IN MANHOLE WALL
1 GALLON
6" NRS GATE VALVE
HIGH MARSH
1360
Broadleaf Arrowhead
0 -RING' GASKETED
18" O.C.
TEMPORARY SKIMMER ATTACH
6"x4" EE CLASS III RC?
Pickerel Weed
DURING CONSTRUCTION
18" O.C.
LOW MARSH
DRAW DOWN OUTLET
OUTLET PIPE
QUART CONT
`ti%�/i�/%\�~���\/���/�//�
PAVED INVERT 6..
337
Ligustrum
1 GALLON
3' O.C.
aI GROUT
°
8' X 8' CONCRETE FOOTING
(2,500 PSI CONCRE 1E MIN.)
RISER & DRAW
DOWN DEVICE DETAIL
NOTE; SKIMMERS SHALL BE USED ON PONDS DURING
EROSION CONTROL PHASE OF PROJECT
SKIMMER
RISER-�
Vj�A E R _EVEL CURING S I ORPJI -
TRASH HOOD
PEAK FLOW ATTENUATION POOL
-III-
ANTI-FLOATATION DEVICE
11`0
RevisionDate
W&R
B
A j
?OO SECOND SUBMITTAL
11/18/05
5/23/05
BB
TOC THIRD SUBMITTAL
11/18/05
BDC
C
IJ,YL AR APPROVAL
1/09/06
EWS
j D
PHASING REVISIONS
1/27/06
BDC
30 in
Open Water
10%
,
TOP OF DAM
1' MiN. FREER- EMERGENCY SPILLWAY ELEV,
ANTI -SEEP COLLAR--` f
RCP OUTLET PIPE
CROSS SECTION
NTS.
Designer
Scale
W&R
1 "=30'
Drawn By
Date
GAS
5/23/05
Checked By
Job No.
JAB
203072.16
MINIMUM SLOPE 3 1
Vegetation
DIMENSIONS
ELEV
NORMAL POOL
32,630 sf
309.00
Normal Pool Surface Area
32,630 sf
314.00
ANTI -SEEP COLLAR
48" X 41
High Marsh
50%
16,315 sf
309.00
TOP OF RISER
Low Marsh
40%
13,052 sf
2,0 FT
30 in
Open Water
10%
3,263 sf
RISER BOX LENGTH
10.00'
Length of View to be screened
1010 FT
307.00
LOCATION
QUA
SPECIES
ROOT
SPACING
HIGH MARSH/ EDGE
1088
Blue Flag Iris
PEAT POT
2' O.C.
HIGH MARSH
272
Shore Rush
1 GALLON
2' O.C.
HIGH MARSH
1360
Broadleaf Arrowhead
PEAT POT
18" O.C.
LOW MARSH
1523
Pickerel Weed
PEAT POT
18" O.C.
LOW MARSH
653
Lizard's Tail
QUART CONT
2' O.C.
EVERGREEN SCREEN
337
Ligustrum
1 GALLON
3' O.C.
BMP #2 - CONSTRUCTED WETLANDS
SCALE Vil-505
CONSTRUCTION SEQUENCE
1. INSTALL EXISTING POND OUTLET PIPE,
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE 8MP DAM.
3, INSTALL BMP RISER AND DOWNHILL SLOPE.
4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH.
5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW.
6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING.
7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN.
8, ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL
OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE
COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE.
9. CALL ENGINEER FOR FINAL INSPECTION.
_II EARTH DAM
DISSIPATOR PAD NOTE: RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE
j I RIP RAP INSTALLED PRIOR TO THE BEGINNING OF OVERALL
SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT
CONTROL DEVICE DURING ROADWAY & UTILITY CONSTRUCTION.
ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED
THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE
SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSED
-1
1_11(-I T 1=1 I 1_-11 1=1; ; I- AND THE NORMAL POOL ESTABLISHED.
WELDON RIDGE
PARCEL SF -5
I
9
Vegetation
DIMENSIONS
ELEV
NORMAL POOL
32,630 sf
309.00
TOP OF DAM WIDTH
10'
314.00
ANTI -SEEP COLLAR
48" X 41
324.00
"FIRST FLUSH" ORIFICE
4.00 in
309.00
TOP OF RISER
Low Marsh _
312.00
RISER FOOTING DEPTH
2,0 FT
30 in
RISER BOX WIDTH
10.00'
1,266 sf
RISER BOX LENGTH
10.00'
Length of View to be Screened
RISER BOTTOM
307.00
BARREL
48 in
56 LF
BARREL INV IN
SPACING
307.00
BARREL INV OUT
PRE -CAST HEADWALL
306.00
BMP #2 - CONSTRUCTED WETLANDS
SCALE Vil-505
CONSTRUCTION SEQUENCE
1. INSTALL EXISTING POND OUTLET PIPE,
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE 8MP DAM.
3, INSTALL BMP RISER AND DOWNHILL SLOPE.
4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH.
5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW.
6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING.
7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN.
8, ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL
OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE
COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE.
9. CALL ENGINEER FOR FINAL INSPECTION.
_II EARTH DAM
DISSIPATOR PAD NOTE: RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE
j I RIP RAP INSTALLED PRIOR TO THE BEGINNING OF OVERALL
SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT
CONTROL DEVICE DURING ROADWAY & UTILITY CONSTRUCTION.
ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED
THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE
SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSED
-1
1_11(-I T 1=1 I 1_-11 1=1; ; I- AND THE NORMAL POOL ESTABLISHED.
WELDON RIDGE
PARCEL SF -5
I
9
Vegetation
ELEV
12.664 sf
302.00
1 O'
307.00
Normal Pool Surface Area
12,664 sf
3.00 in
Y -
302.00
I
High Marsh
50%
6,332 sf
1 7.00'
Low Marsh _
40%
5,066 sf
299.00
30 in
Open Water
10%
1,266 sf
l PRECAST HEADWALL
298.00
Length of View to be Screened
280 FT
LOCATION
QUA
SPECIES
ROOT
SPACING
HIGH MARSH/ EDGE
423
Blue Flag Iris
PEAT POT
2' O.C,
HIGH MARSH
106
Shore Rush
i GALLON
2' O.C,
HIGH MARSH
528
Broadleaf Arrowhead
PEAT ?OT
18" O.G.
LOW MARSH
591
Pickerel Weed
PEAT POT
18" O.C.
LOW MARSH
254
Lizard's Tail
QUART CONT
2' O.C.
EVERGREEN SCREEN
94
Liqustrum
1 GALLON
3' O.C.
crr•EcTRrc:o7/oiA
NORMAL
NORMAL POOL
TOP OF DAM WIDTH
ANTI -SEEP COLLAR
"FIRST FLUSH" ORIFICE
TOP OF RISER
RISER FOOTING THICKNESS
RISER BOX WIDTH
RISER BOX LENGTH
RISER BOTTOM
BARREL
BARREL INV IN
BARREL INV OUT
i
DIMENSIONS
ELEV
12.664 sf
302.00
1 O'
307.00
48" X 48"
298.50
3.00 in
Y -
302.00
I
312.00
1.5 FT
1 7.00'
j 7.00'
.i
299.00
30 in
66
i
299.00
l PRECAST HEADWALL
298.00
NOTES
1. L - THE LENGTH OF THE RIPRAP APRON.
2. d a 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6- (inches).
3. IN A WELL-DEFINED CHANNEL EXTEND THE A?ROi,i UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (inches) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4_ A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUrDATION.
SECTION'A-A' FABRIC
PIPE OUTLET TO WELL-DEFINED CHANNEL
STORMWATER MANAGEMENT BASIN PLAN
014000.
14 P,EBAR 12"
SCALE 1"_50'
1/2" PREFORMED JOINT
FILLER, 12" WIDE
I
a•
ELEVATION SECTION
2000 ASF MIN_
BEARING CAPACITY SEE BMP SECTION FOR SIZING DATA
BENEATH COLLAR
TYPICAL ANT! -SEEP COLLAR
NTS
05 -SB -014
APPROVED
TOWN OF CARY
Approved by Date
Planning Date
Engineering Dote
WITHERS CSC R."EN EL
ENGINEERS I PLANNERS II SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
7

-
MINIMUM LOT LANDSCAPE SUMMARY
TOWN OF CARP PLANNING DEPARTMENT REQUIRED GENERAL NOTES REQUIRED SCREENING DEVELOPER; I ow OWNER; PHASE 26 2B-A 2B-B 2B-C 26-D Totai
A. SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN 1. EXISTING VEGETATION WILL BE RETAINED TO THE ZONING FOREST OAKS POD - SF-8
REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN. IF ALL RIP RAP PADS, DETENTION PONDS AND F RM I N PLAN YOU MUST MAXIMUM EXTENT POSSIBLE. PARKER & ORLEANS HOMEBUILDERS, INC. PAf YOU ARE REQUIRED TO SUBMIT A UNI 0 SG OTHER STORMWATER RELATED DEVICES SHALL INC. PARKER & ORLEANS HOMEBUILDERS, INC.
SUBMIT AND OBTAIN AP PROVAL OF A UNIFORM SIGN PLAN PRIOR TO 2. AFTER DWELLING CONSTRUCTION, EACH LOT SHALL 21 1 JAMES JACKSON AVE. 21 1 211 JAMES JACKSON AVE.
THE RELEASE OF PLATS FOR THE RECORDING OF LOTS (IF BE SCREENED WITH EVERGREEN PLANTINGS PP I A E , PLATS TO RECORD LOTS CANNOT BE APPROVED UNTIL HAVE TE FOLLOWING REQUIRED PLANKING: SUCH AS WAX MYRTLES TO REDUCE VISUAL GARY, NORTH CAROLINA, 27513 CAf A LC BL) CARY, NORTH CAROLINA, 27513 GROSS ACREAGE 11,76 5,45 9,75 6,34 33:25
THE UNIFORM SIGN PLAN HAS BEEN APPROVED. IMPACTS FROM LOTS. TEL, [phone] FAY,, [phone] EL 80-7225 EL. [phone] FAX, [phone] OPEN SPACE/ RECREATION ACREAGE
F NCTION ADEQUATELY AS a) 2 LARGE TREES (one in the front yard, one in the rear yard) ATTN: BRITT SPIVEY TT B, WHERE EXISTING VEGETATION FAILS TO U TTN: BRITT SPIVEY
REQUIRED, (I.E. BUFFER TYPE A, B, C, AND 100' THOROUGHFARE MATURE SIZE = 40'-60' H R/W ACREAGE 1,54 1,51 1,21 0,27 4.53
CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT PLANTED SIZE = 2" CAL. & 8' H T RE UIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE CONTACT/CONSULTANT; 0 Q NET ACREAGE 10,2 3,9 8,5 6,1 28,77
SHOWN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS. b) 2 SMALL TREES (one in the front yard, one in the reasr yard) MATURE SIZE = 15'-40 H WITHERS & RAVENEL, INC. PROPOSED NUMBER OF LOTS 20 10 13 11 54
C, ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE PLANTED SIZE = 2" CAL, & 8' H TOWN OF CARP
I WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO 111 MACKENAN DRIVE PR T 05-SB-03 PROPOSED DENSITY DU NET ACRE 1 J 1,8 1,3 1,7 1,6 OJEC ~ ( / )
THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY c 4 LARGE SHRUBS (near foundation) NOTE: CARY, NORTH CAROLINA, 27511 ) TW (co). MATURE SIZE = 5'-8' H THIS PROJECT MEETS THE 0 N OF CARY RESERVOIR _ F 1 -467-6008 MAXIMUM DENSITY DU NET ACRE 2,0 3.0 4,0 5,0
„ TEL. [phone] AX. 9 9 PLANTED SIZE = 30 H WATERSHED PROTECTION ORDINANCE (JORDAN LAKE -6008 ~ / )
0. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES ATTN. ERIC W. SIMPSON, PE ASSOCIATED WITH ON -SITE ELECTRIC, CABLE, TELEPHONE, GAS OR WATERSHED) AS A HIGH DENSITY USE WITH THE MIN LOT SIZE ALLOW 14,400 14,400 14,400 14,400
OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD d) 8 SMALL SHRUBS (near foundation) PROJECT IMPERVIOUS PERCENTAGE f~$~,%, MIN LOT SIZE PROPOSED 14 529 15 74$ 14,728 15,460
AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH MATURE SIZE = 2'-4' H WAKE COUNTY PIN NUMBER 0, EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF PLANTED SIZE = 20" H UMBER 0724,01-38-4220 (PORTION)
A 5' CLEARANCE AROUND THE STRUCTURE TO ALLO W FOR ACCESS. 0~ 0725,03-41-2042 PORTION) (
ADDITIO^IALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR ~ ESTIMATE 5,300sgft IMPERVIOUS SURFACE PER LOT 3. EXISTING VEGETATION OR PLANTING ~H.ALL BE PRESERVED LOCK, THE PLANTINGS SHALL ALLOW FORA 10' CLEARANCE. THE N R PROVIDED WHERE REAR YARO`.i BACK UP TO ONE ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500 SF FOR MIN LOT SIZE ALLOW SOUTHERN BOUNDARY 18,000 18,000 18,000 18,000
AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT A D/0 WALKS & DRIVES AND ALLOWS 800 SF FOR MIN SOUTHERN LOT SIZE PROPOSED 18,022 18,082 20,087 18,040
MATERIAL AT MATURITY. ANOTHER OR ARE VISIBLE FROM THE REAR YARDS OR STREET, j THIS EXISTING AND/OR INSTALLED LANf)SCAPE SHALL MEET OR OVERRUNS & ADDITIONS. AVERAGE LOT SIZE 16,907 17,154 17,991 18,498
N TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR EXCEED THE PLANTING CRITERIA FOR TYPE 'B' SEMI-OPAQUE BUFFER. E 0
WITHIN 5' OF A SIDEWALK. 4, NO LESS THAN 50 PERCENT OF THE MINIMUM LF WIDENING -
F, ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE LANDSCAPING SHALL BE VISIBLE FROM THE FRONT STREETS LF 1,050 1,295 1,928 519 4,792
WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO OF THE LOT, THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY WATERLINE LF 1,050 1,295 750 130 3,225
(CO). 5, ALL PLANTS SHALL BE INSTALLED PRIER TO ISSUANCE SEWER LF 2,640 1 259 265 567 4,731
G. NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED OF A CO FOR EACH LOT.
AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSCAPE, SEWER FLOW 5 600 2 800 3 640 3 080 15 120
NEITHER INDNIDUAL LOT OWNERS NOR THE HOMEOWNER'S ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR DENUDED ACRES 35,0
TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE
SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN OF CARY. _ n,~r IMPERVIOUS SURFACE AREA -INFRASTRUCTURE SF 1.00 0,98 0.79 0,18 ( )
F N LNG AND ENTRANCE WALLS n H. DECORATIVE FENCING PRIVACY E C + + + , , ~ ~ I M ~ AVERAGE ALLOWACLE IMPERVIOUS AREA PER LOT SF 5,300 5,300 5,300 5,300 ( ) L - ~at3 \
PROPOSED TO BE LOCATED WITHIN BUFFERS AND ALONG STREET , ~ ~a _ _ II i ~ ` r, _ i~ ~ / 1i_ RIGHT-OF-WAYS MUST BE APPROVED. PLEASE SHOW ALL SUCH ` ESTIMATED IMPERVIOUS SURFACE LOT AREA 106,000 53,000 68,900 58,300 286,200
AN ELEVATION VIEW OF THE a x--YOB' `1_ - ` - ' I I u LOCATIONS ON THE PLAN INCLUDING ~ _'-?o~, I u •j0~ I b
E CE 7 yam. ~ I ~ ~ ~ ' ~ , F N INDICATING FENCE HEIGHT MATERIALS AND COLORS. a ' PI A CIATED WITH THE FENCE ~ ~ ~ ~ - - 'o'~ i - PROPOSED LANDSCA NG SSO , I A- ~ / A_-.~ IMPERVIOUS SURFACE AREA 149,604 95,754 103,160 65,945 414,462
INSTALlATION, AS REQUIRED BY THE ZONING ORDINANCE, MUST AL50 ~ ~ ~ ~ ~
N N THE ENTRANCE FEATURE PLAN. ~ I ~ P ~ j' N L171 I ~ BE SHOW 0 - _ I - m~~ - - - _-~-i _ - ~ ~ ' SETBACKS 28,62
L THE TOWN OF CARY SHALL NOT ALLOW RECORDATION OF LOTS 1 ~az''~'"~~'% ~ L177 `17t1 ~0k=,'tyye.,; ~ ~ ~ FRONT YARD -COLLECTOR ROAD 25' 25' 25' 25'
UNTIL THE NORTH SEWER INTERCEPTOR PUMP STATION IS m~a__ it 1~ I ~ ,tiar=-• ' ~ ' M' ~1s7~~' OPERATIONAL. + - A ~ i I NOTE; / ~ ~ 1~ 1^-sa[~.._-mea---rq~.3 i goo,
'~,s ~ tN MINIMUM AVERAGE WIDTH 85' 85' 85' 85' r„.~ ,'G~ ~
GENERAL NOTES DIE BRANCH IS ~ ~1g 1/i w8n`~ 01 ~ ~ ~ ~ I ~ ' ..,y~v _ ~ \ _ ~ - SIDE YARD (MINIMUM) 10 10 10 10
IN ACCORDANCE WITH THE TOWN OF CARY STANDARD SPECIFICATIONS AND T>~~ ~61F~--,~u•r,,__ : r ~ ' ' ~ ~'y~' I 1. ALL CONSTRUCTION SHALL BE _ _ _ ~ ar ~ ~ Lo-S: \ r ~ u ~ ~ REAR Y
DETAILS AS REVISED JULY 1, 2004. - ~ ~ I v ~ A ~ ~~r3raz---rte' ~not~, N , - - E 5 'AND STREET WIDTHS SHALL BE 27' BACK TO BACK 1 A+c;" I. ~ ~ 2. ALL PROPOSED STREET RIGHT OF WAYS SHALL B 0 _ _ ~ _ u ~ ~ , a M a ARO 20 20 20 20
UNLESS NOTED OTHERWISE. - -m I ~ ~ m ; M I 1 ~ ~ ~ ` ` ~ ~ ~ ~1~ ' ; " ` ` CORNER SIDE YARD (FROM R W 15' 15' 15' 15' ~ \ 4 d ~ / ~1~ `~i0iC1 ~
N A RDANCE WITH THE APPROVED PUD DOCUMENT, CHECK THE CARY ORDINANCES ~ N ~ - ~ 3. SETBACKS ARE SHOWN f CCO o w--..-,~_ ~ ~c'~ I I/~ ~ s~ ~ 7~. ~ ~b r _ `~-n5 \
FOR PORCHES, DECKS, GARAGES, ETC. J r "~'--a-~u-__ ° o"~ ~ / ~ , , ° A E RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF .c, _ 6.~ - ? it , r'~ _ r----~~ I 4, UTILITY AND PIPELINE EASEMENTS SH LLB r _ ` v--rr. m~~~ 1,~ l~ , - _ - ~ ,.ts~' YOMEa-...tom' - i Y ! - ~ \ \ 1 Y - -r ~ ~ ` r 1 ~ \ , -TONES _ -tO11Ei ~ `
~ -zor•-~ - - zac-~ • ~ ~ i - , , ~ THE SUBDIVISION PLAT. ~ - ~ _ ~ ~ ~ ~ , . - ~ ~ by 'iWct \ m :m ~ ~ I .t -"`ttl~'
5. BOUNDARY INFORMATION IS BASED ON SURVEY BY KENNTH CLOSE, LNG. `9g " ~ I ~ \ -e' - -tank - M- ..h : \ ~ .a~ ~ _ ` , - . ~
6. DESIGN BASED ON TOPOGRAPHIC SURVEY BY KENNETH CLOSE, INC, ~ ~ 313 I I ~ 312 ~ ~ C ~ ~7 b v, ,1 ~ \ \ . 1~ ~ ~ \ 'ham ~'f.~-z
P N I N T LOCATED WITHIN THESE PARCELS FOR 3718300280 E DATED MARCH 3, ` ` - .mod"' , ~ ~ ~ ~ ~ 7, FEMA 100 YEAR FL000 LAI S 0 ~ 1 ~ • __a.~~" ~ 18,864 SF ' ' 16,197 SF ~ ~ 7 ~ Zr~ ~~I' ~ i ~1-
1992, r ~ r, i ' ' / ` ~ , 8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF _e Y ~ ~t~ 1 ~
~ ~ ~ i ,J EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY ~ Y v ,rte' ~ ~ ~ ~ 311 ' - - i
AS APPROXIMATE, ` 1 ~ t --cam' ~ , ~ i i a ~ ~ v\ .2~ ,~y, a ~
WN OF CARY STD, 3.16 REVISED 314 ~ ~ 9. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TO ( \ ~ ~ 14,728 SF'~ ~.0 S INSTALLED AT STREET INTERSECTIONS. 4 4/19/01). HANDICAP RAMPS SHALL BE 1 \ 1 m 15,642 SF ~ Q ~ ,Z ~'9 . 'Iro i i ~ ~ ~ i ` ~ 4~ ~ 1 , nor- ~ a' s ~ -
10, ALL CUL-DE-SACS SHALL HAVE A 45' RADIUS FROM CENTER TO THE BACK-OF-CURB, 1 \ 1 I c i ~ ~ ~ ' S 'y 309 ~ ~ 308 I i ~ ' i i ~ ~z°, N ~r~' ~ ` \ ~ f~' - X222 - ,1PF,- ~ ~ I ~ ~ i i ~ 307 ~ Pp ~ - so.o ' \ ~ ~ • ~ T~
" ~ _ _ - - I t~ I ~cn TR INTERSECTIONS BACK OF CURB RADII ARE 25' UNLESS NOTED OTHERWISE I ` - _ ~ 'fy i~ ~ 11. ALL S EET ~ ~ ' I ~ 306 305 % ~ ~ ~ / - ~ 5 557 SF ~ - ~ ~._-tu't ~ ~ ~ ~ ~ ~ 15,$03 SF>< ~ ~ , I ;
12. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W'S OR SHOWN OTHERWISE, 1 ~ r - ~ 0 ~ ( 310 i~ '~I ~ ~ ~ X14,759 SF ! ~ ~ ~ ; ; 304 ~ 10 ~I__ _ _ _ _ ~ _ _ _ ' 14,529 SF ; ~ 14,722 SE I
TOWN FOR REVIEW AND ~ 1 ~ ~ ` S ' P INS AND POST SHALL BE SUBMITTED TO THE ' a 1 13. ALL S ECIALTY STREET S G Jt y I / ~ `ti rte,"~r~ci--•~ _ ....___~~r°or---.tar-_~~. ~ 16,796 SF
APPR VAL IN ACCORDANCE WITH TOWN OF CARY POLICY STATEMENT N0.85 PRIOR TO INSTALLATION. R ~ too 1 $ ; 16,256 SE J n O 1 co' ~ , _ _ - - ~ ~ / ~ '-cam _ 56 SE '
AINTAINED BY HOMEOWNERS ASSOCIATION, ~b ~ 315 ~ 14, COMMON OPEN SPACE SHALL BEM , _ , , , ~ ~ I / ~ Blt+ 1 303
- Y IL & ENVIRONMENTAL CONSULTANTS 1 \ ~ ~ - ~ - - ' / V 15. WETLANDS DELNEATED B SO ~ a \ ` ` ~ a •a . r 1 ~ 19,627 SF / IPF A NOT i3E CLEARED DRAINED OR OTHERWISE DISTURBEC UNLESS ~ ~ t 8 6 5 W 68.22' i \ ~ ~ N R2 , ( N ~
16. DELINEATED WETLAND AREAS SH LL ~ / , SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS ANO NCDENR. ` ~ W ~ . R! , 25' 16,112 ~ , EMENT - ~ ~
SIGI ~ ~ y \ O a P F R ALL INSTALLATION COST ASSOCIATED WITH STREET LIGHTING ~ ~ a ~ ~ 316 i 7, THE DEVELOPER WILL BE RES ONSIBLE 0 ~ I- ' SIGHt DISTANCE EAS - - ~ ~ ~ ; I 4~ ' ~ r - - - 302 ' ~
AL NG ALL PROPOSED STREETS ADJACENT STREETS AND THROUGHFARES AS REQUIRED PER TOWN OF CARY ` ^ ~ i ~ ~ d~ ~ ~ ~ ~ i i ~ r,_, ry,4~ 1° ~ m I i , . ' ~ ~ ' ~ ' ~ ~ ~ F 777 F i
O NTA T CAROLINA POWER AND LIGHT COMPANY IN ~ ~ ~ , 18,960 SF `\,p POLICY STATEMENT N0. 13. THE DEVELOPER SHALL ALSO CO C ~ ~ : ~ \ ~ ~ , / A ,ti ,o, ,ti 341 ~ <O P ~ ~ I ,1. ~ t~, s /
ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION PLAN PRIOR TO CONSTRUCTION. ~ ~ v ~ ~ ~ ,y ( 9~, ~ r ~ ' ~ \ "9 88 3 10" W ~tS ~ 3 i i i 637.22 ~ i 9 . 21,18 SF, ~ p F
1 INSTALLATION OF ROAD IMPROVEMENTS MUST OCCU TO RECORDING OF LOTS OR A BOND MUST BE y~, I ^ , t+ ~ ' 9S` 8 W~ ~ ~ ~ ReBdR n ~ POSTED, \ ~ ` Q 317 rouN ~ 340 ' 340 ~ ~6 ~ ~ ~ / J( 344 ~ 345 i ~ 346 ;
~ ` 1 ~ N 88312 lN. _ . ~ ~ ~ ti 17 324 SF ~ _ ' ~ e, / _
H R GHFARE OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, ~ ~ ~ 'I 1' 774 SF 19. FENCING PROPOSED ALONG A T 0 OU \ ` r ~'1a~592 SF ~2~, . ~ ~TZ,774 SF ~ 1RF 1,982 SF i h7,902 SFi ,17,220 / , ~ ~ _ Q, ~ ~ ~ - ~ ~ ~ ~ 347 a
MATERIALS AND COLORS. IF A FENCE PROPOSAL IS NOT PART OF THE APPROVED SITE DEVELOPMENT PLAN, 1 k ~ ~ S,~, ~ T INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A ^ a ~ T N IN IVI UAL LOT OWNERS WILL NOT BE ALLOWED 0 ~ ~ nox B ~ ` HE o a ~ ~ ~ v ~ , 339 i i i ~ ; ti Q - ' ; ~ , ~ ~ ~ I ~ -
THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERTIES ~ ~ .Gy , ~ ~ ~ ' ~i1 III ~ / ~ ~ 00 ~'~Q W - 348 ~ ~ J 342 ~ ' ' ! ~ ; 14,697 SF ~ ~ 0 N N
F F N IS PROPOSED THEN EVERGREEN SHRUBS ON THE STREET SIDE OF THE ~ ~ ADJACENT TO THE STREET. I A E CE \ ~ , ~1~,087 SF FENCE AT A 5' SPACING WILL BE REQUIRED. FENCING ALONG A THROUGHFARE OR COLLECTOR STREET MUST R ~ ` ` ~v . , ~ ~ 4 ' , ~ i~ ~ ~ - _ , ~ ' ,~8,~ SF ~ ' _
FIRST BE APPROVED PRIOR TO INSTALLATION OF THE FENCE. ~ ~ i ~ 19,235 SF ~ ~ ~ _ _ J q~t ,361 SF ~ ~ ~j ~ W: ~ 15,769 SF ' ,~A 2i 2 ~ ~
~ ~ c / ~ q
20. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED, OPEN SPACE SEPARATING TWO ~ ~ ~ ~ ?0' 338 R 1 i / PARCELS WILL BE RECORDED APPROXIMATELY HALFWAY BETWEEN THE PHASES WITH THE ADJACENT PHASE, ~ ~ ~ 0, fie, 0
~ ` ~ a \ 19,929 SF ~7 - F-WAY N T ADJOINING SINGLE FAMILY RESIDENTIAL LOTS SHALL BE ` a Q HPS. ~ 349 6~.3
21. ALL LANDSCAPING WITHIN STREET RIGHT 0 0 ~ i + 'Q' ; ~ MAINTAINED BY THE HOME OWNER'S ASSOCIATION IN PERPETUITY, INCLUDING MEDIANS AND TRAFFIC ISLANDS. ^ + I ~ ~ ~ ~ 7 ;w P ~ ~ r' ~ , ~ ~ 332 i _ r1, ,
' ~ ~ 4 , Q 33 ~ 318 , 22. AN ENTRY FEATURE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO APPROVAL FOR THIS + ~ i ~ w~ ' ,0 ~/~`r ~ Q' ~ ~ , ~ , ~ 333 ' I ~ , ~ , '16,639 SF ~ ~ ~~,~d Q ~ ~ ~ ~ ~ ~ ; 20947 SF ; ~ ~ ~ e
SUBDIVISION PLAN. + a hW 0,087 ~ ~d ~ < 16,150 SF~ 16,150 sF, / , ~ ; , , , ~ , ~ ~ 351 ~ _ _ . ~ ~ . .335 334 ~ ;17,987 sF ~ r ~ , a - _ - ~
1 ~ ~ ~ ~ , 23. STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ADJOINING DWELLING SHALL BE ~I ,y ~ v. ti pr>„ - ; _ M~
SCREENED FROM OFF-5lTE VIEWS. EXCEPT WHERE DEVICE PLANTINGS ALSO SERVE AS BUFFER PLANTING MATERIALS. 1 I ~%r~ ~ ~ y ~ / , ~ ~ ~ +.v ~ 319 , 0 ' 336 ~ ;16,28 sF , ~ , ; ~ _ - - - ~ 331 c_ 17,104 SF , , _ . , . . 16,150 SF ; , i
4 A I HT DISTANCE TRIANGLE ARE WITHIN THE PUBLIC RIGHT-OF-WAY EXCEPT WHERE INDICATED ON THIS ~ / ~ ` "~w P, ~ ~ 2, LL SG \ 16,292 S i ; - 11,265 SF r ~ ; - ' ~ ~ ~ „
AR M SURED AS 10' x 300'. r ~ ~ SHEET. INTERNAL SIGHT TRIANGLE E EA ~ ~ _ 5 Q ~ ~ - 20,142 SF , Q. 320 i ~ ~ ' ~ - ' ~ 352 '
25. ALL BUFFERS AND FENCES IN BUFFERS WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION, ALL BUFFER AND ~ E r ~ ~.r ~ ~ ~ ~ ~ IGHT D)STA CE €A ~ ~ ~ ~ ~ ~ 350 SEMEN? I 15,748 SF ;09 ;41 '
T AP L CATIONS MUST BE FREE OF ANY EASEMENT SUCH AS SEWER, WATER, AND STORM DRAINAGE LINE EASEMENTS. J ~a ~ , 18,015 SF . - - - S REETSC E 0 ~ ~ _ ' iok m r~r r. N ~ , ~ - ; .
26. SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED ON INDIVIDUAL LOTS WHERE INDICATED ON THE SITE ~ ~ a~'~~~a ~ ~ - ~ PLAN. j ~pQe~``~ J ~ ' ~
/ ; 0 ti v4 Qv 2~. 27. A LETTER OF CREDIT WILL NEED TO BE PROVIDED FOR YATES STORE ROAD AND ASSOCIATED SIDEWALK ~ ~ ti ~ ~ ~ g\
CONSTRUCTION PRIOR TO LOT RECORDATION. / ~ l: 0~ `-zo~-~~ ` 321 ~ ~ ' '~j e 1 ; ~ ~ _ I V QY ~0 ~ 1y~ ~`g ~ ~N° P~gSE ~ ,z ~t_ WWI j ~ D is a - ~cn ~
/ ~ ~ ~ - ~ ~4~' p 0 ~1 r , ~ ~ 329 ~ ~ i '-j' ~-e 353 Q Q~ ' ~ ~ ~ - , _ - - - 328 ~ 1 ~ ~ ~ 330 ~ ~ _ IRF g ' r 20 ~ i i r ~ ~ ~ i ~ r I .~G K~W18,0$2 SF ~ s~~Cy _ ~
1s,Qao sF , - / - Q- , - - - - - ~ , -7- .•.l._ - 1 _ 17,719 SF ~ ~ ; ~ ~ ~ , - - - ~
_ _ - q 1 - _ . ~ ---r ~ , 327 ; 5460 S~ i ~ ; ~-1'S,83fT' S~ - - - ~ - - 5 8749'04" W r' ~ i
N 683727 W 1061,37 ? 1 - . i 3 397 ~ ~ I i ~ ' ~ T ~ i ' ~ ~ . J - _ , I ~ ~ ~ ~ ~ 1,15 599 SF ~ ;1 i - - _ J _ _ . m RF IPS - - '.k1v=a
/ ~ - F ~I ~ 324 J ^ ~ ~ ~ ~ _ ~ ~ 324 ~ 325 326 , ~ ; , , ` a
/ ~ ~ ~ ~ 1 / 22 1 ~ W W ~ ~ ~ 17,085 SF , ~ ° ae r° ~ 19,707 SF ; ~ ~ ~E$31p dm~
~ < 1 ~ r . ~ ~ g ~ ) ~ ~ ~ ~ ~ ~ ~ P
l 1CNAEL US B LL \ ` ~ > ~ TYPICAL REAR YARD LANDSCAPE PLAN J 1 ~ 2 , 3 SF ~ ~ ~ / D.B 6 ,LPG. 491 ~ 323 a b < ~I~ ' ~ ~ ,
For Lots Backing Up 7o Eoch Other / PARC 1982 1~ k ~ ~ 24,544 SF ~
Without Ade uate Ex~stm Ve etation T.. 4 ~ i ~ ~ Q 9 g / PIN NO 24.01-78527 ~ d I I 20,141 SF i I ~ ~ /ID. DIXON ~ o"~"
PLANT MATERIAL SHALL CONFORM TO ~ 4 ~ \ ~ ' / ~ , TOWN OF CARP APPEARANCE MANUAL N~ I ~ ''I~ ~ APART OF D.B. 2354, PG 480 ~-vn'~
/ ~ I c V1 I I I ' ~ PIN N0. 0724,01-37-5633 ~~'I"a cn v ~ t EAS ~ ~,j ~ a=a~.- ~ D,i
/ 1 1 0 ' ~ ~ B.M.
~ / W I J \ i ~ 1, PIN N1 I
0. • • J I ~ I I~ ~ ~i4
n , ~ ~ ~i 4 '
PC lYP ~ / ~ - r ~ I N t 1 ~ - NS 1 APPROVED
~~j5 ~ TOWN OF CARY
m q ~ , t~ N , 1 ~NN~' / , 11 ~N""~ ~ - -
~ SHADE TREE ~ ~ H / ` \ ~ ~ I S RUB ~ 1 ~ 1~ ~ PROJECT # 05 SB 03
/ ^ ~ i i i Approved by Date _
z ~ 100 D 100 200 l TYPICAL REAR YARD DETAIL / Plannin Date._ 9
N NTS „ =nnnv wmi
SCALE: 1 = 100' NA, L Y 3 0 S ~ f) co tngineermg - uaTe
Designer Scale No. Revision Date By Sheet No.
A TOWN = OF CARY 1st REVIEW COMMENTS 4/25/05 EWS EWS 1 100
B TOWN OF CARY 2nd REVIEW COMMENTS 5/31/05 EWS Drawn By Date - WELDON RIDGE WITHERS R"ENEL SITE PLAN I V
0 CI? APPROVAL 7/19/05 EWS EWS 3/7/05 ENGINEERS I PLANNERS I SURVEYORS
Checked By job No. PHASE 11-B 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com l'
9 JAB 203072.13 9

~ t
- ~ ~ , ~ ~ N , p ~1~ Normal Pool Surface Area 32,630 sf ~ ~ ~ r '
~ 4 4 \SF , ~~X', ~ 8,487 ~~F O 180 SF ~ x. Forebo Area 15% 4830 sf - - _ - '4 ~ #4 3 , - _ - I
' I` V ao _ 2 7 Y ~ 1 ~ ;n ~ ~ _ ~ ~J,~% acre
} } ~ a ~ Hi h Marsh 35% 11500 sf \ 215 N~, A 9 _ - 1~ _ ~ ;
- - , ~ ~ ~ y ~ + LL } } low Marsh 35% 11 0 sf 'CL t + L` S - ,5O / ~ ~ ~ ~ ~ _ ~ ~ - ~j v ~i`, ,7~9pp SF;
~ LL LL LL~ ~ ~ ~~~C 2 ~ ~ ` \ LL LLLLL J 0 n Wtr 1x e a e 15% 4 800 sf } P
~ + LLLL LL LLLL ~ 2 \ } ~ LLLLL LLL ~ ~ ~ ~ , ~ \ - ~ } } ~ ~ Length of View to be screened 415 FT ~ r ~ x~
1 + b~~r + + LLLLLL' ~ ~ ~ - , - c,,. r ,i -,N - - - ~ ~
_ }}s'`}} } LLLL ~ ~ LOCATION UA P I R ~ Q S EC ES OOT ~ + 4 } \ ~ f ~ , ; } _ 5g, 6~7 , ROOT SPACING ~ ~ Q /
} ~ - - ~ 9 } ~ ~ ' ~ - - ~ HIGH MARSH EDGE 767 Blue Fla Iris PEAT PI - '.Q ~ 9; PEAT POT ~ ' ~ 8 2 O.C. ,
} 10;16 9F ~ ~ ~ \ - 0 ~ f + ~ I•~ ~ ~ 4 ~ ~ I O 1
- / t } ~ , ~ ~ ~ ~ ~ ~ HIGH MARSH 192 Shore Rush 1 GALL( 1 - - e ~ ~ r. _ T--- _ 1 GALLON 2' O.C. - - , • , ~ ' , ~ ~ ; ;r~ ~ ~ G
0 ~ ~ ~ w V ~ i - HIGH MARSH P P - 959 r l f Arr wh T I B oodea o ead EA ~ `~l ~.i Q~, _ - ° - G~r~~ - ? LL V ~ ~ i PEAT POT 18 O.C. - ~ 1
} ~ ~ ' ~ LOW MARSH 134 P' P P - } } . } ~ . , ~ ~ - 2 ~ckerel Weed EAT I ' LL ~ 1, , PEAT POT 18 O,C. + + , - r ,
+ ~ \ + + } x i\ i LOW MARSH 515 ART U C ~ ~ ~ X QUART CONT 2 O.C.
Q ~t~ i r I L za d s Tail _ } 0 6~ a ~i } ' } ~ - EVERGREEN SCREEN 139 Li ustrum 1 GALL( ' ~.0 y , ~
}}~t } ,M 9 • *,t } ~ y ~~11,13~ SF ~ 8,56~~SF ~ - 8,298 SF- q~, 1 GALLON 3 O.C. ~ , _ ~ - , i y
t~,} ~ ~ ~ l ~ ` l/ ~ ~ ELEV ~ - ,
i ~ ~ ~ ~ ~ ' - DIMENSIONS ELEV - . ~ ~ - ~
- ~ ~ ' _ NORMAL POOL 32,630 sf 309.0 - _ L ~ - ~ _ _ - - rrL ~ _ 309,00 _ ~ ; ;%i . , ~W •Y ~Y r +
- ' ~ ~ ~ _ - _ TOP OF DAM WIDTH 10 314.0 ~ - i~ 314,00 ~ r ` ~ eY, ; , A ~
_ - - ~ - - - „k, - - - _ _ - - ~ - - , - ANTI-SEEP COLLAR 48" X 324.0 - A, ia)~,-, "iitiV~;? 324.00 _ ~ 3~, ~ .ac
- ~ V'~~' ~ ~ ~ LL - - ~ - 48 ~ _ _ ~ L r _ ~ v \ ~ 0 ~ -
} pl } - _ , FIRST FLUSH ORIFICE . 0 m 309.0 0 < ~ 309.00 ~ ~ pp(~ 'A ~ ~ ~ ~ I. ~ O - i i
I - - - - - - ~ - - - , ~ } - f-. } } - TOP OF RISER 312.Oi 312.00 ~ - _ ~I 3 , , i~
- ~ ~ L - ~ I } LLLL RISER FOOTING DEPTH 2.0 FT - ~ ; I~w.
- _ ~ - -+_t LC,LLLL
- ~ ~i, . - ~ ~ ~ ' - - - ~ - - )LLLLL RISER BOX WIDTH ' - „ - ~ - - L L ~ 5 - I i \ L l ~ ~ - . 1 ~ \ ~ i ~ ~
~ _ 5 - - - ~ , ~ y,- - ~ ~ ~ r \ ~ ~ y,. , ~ _ ~ ' J l
- ~ ~ - _ Y; ~ _ ~ % ~ ~ ~ ~ RISER BOTTOM 7 I . ' ~ ~ 7~: ~ - 7 .s+ - ~ . - -
, .."r , I - , , , ~ ~ - m ~ ~ , ' BARREL 48 in 56 Lf
- ~ ~ ;
- - , ~ ~ - ~ ~ _ - BARREL INV IN 7 I ~ - ~ ~ _ _ 30 .0 _ , 307.00 - ~ , , ~ ~ ~ . , ~ _ ti ;L 171 ; ~ ~
- ~ ~ ~ .y ~ , ` I - / - ~ ~ ~ ~ BARREL INV OUT PRE-CAST HEADWALL 306.01 306.00 - - - ~ ~ ~ ~ ~ ~ _ ~
o~, - ~ ,i ~ `,,~,;R; L _ i ,r , ~ .
- ~ 7 0;~ -.,r~ i ~ - ~ ~ L 1 ~ ,
yam"-"+~-~ ~ ~ ~ ~ - ° V
SCAL )1 f ~ 'r7I'' ate` e~--I iii ~ i ~ `~i iii ~ l ll~ ~ SCALE 1 -50
Normal Pool Surface Area 12,664 sf
EMBANKMENT
10'-0" T Foreba Area 1 2,000 sf Y
High Marsh 34~ 4,330 sf
SLOPE Low Marsh 349 4,334 sf
X2.0%
Open Water 16~ 2,000 sf
„ 3 Length of View to be screened 680 FT
O 1~ PERMANENT FOREBAY TOP OF EMBANKMENT PERMANENT POOL VT LOCATION QUA SPECIES ROOT SPACING
6" PRECAST CONCRETE LID - - HIGH MARSH/ EDGE 289 Blue Flag Iris PEAT POT 2' O.C. 1
3 3 - W/ MANHOLE COVER ACCESS 3 3 3 HIGH MARSH 73 Shore Rush 1 GALLON 2' O.C.
~ 1~ it 1(- HIGH MARSH 361. Broadleaf Arrowhead PEAT POT 18" O.C.
LOW MARSH 506 Pickerel Weed PEAT POT 18" O.C.
PERMANENT FOREBAY
WEIR CREST 6" OPEN ALL FOl'R SIDES DETE N A A LOW MARSH 217 Lizard's Tail QUART CONT 2" O.C.
ELEVATION; SEE TABLE OPERATING WHEEL NOT TO SCALE EVERGREEN SCREEN 227 Ligustrum 1 GALLON 3' O.C.
NOTE 6" MIN. DIMENSIONS ELEV
PLACE STEM SUPPORT 4"x4" TEE
AT 3' FROM BASE ~ X' X X' ID + + „ „ NORMIAI. POOL ' 12 664 sf 360
INTERMEDIATE ATTENUATION ORIFICE PRECAST CONCRETE BOX + HIGH MARSH 9 - 18 (SEE TABLE) + + ~8» P F ' TO 0 DAM WIDTH 10 307,00
ELEVATION: SEE TABLE 4"x4" TEE ANTI-SEEP COLIAR 48'X48' 298.50
PERMANENT POOL LOW MARSH 0 - 9 9„
GROUT EACH SIDE ELEVATION: SEE TABLE "FIRST FLUSH" ORIFICE 1.5 in 302,00
ORIFICE OUTLET TOP OF RISER 305,00
„ OPEN WATER SEE CHART FOR SIZE 4 DIP J T SEALED WITH A-LOCK NEOPRENE RISER FOOTING THICKNESS 1.5 FT
GASKET CAST IN MANHOLE WALL RISER BOX WIDTH 5'
6" NRS GATE VALVE FOREBAY
TEMPORARY SKIMMER ATTACH '0-RING' GASKETED LL RISER BOX LENGTH 5'
DURING CONSTRUCTION 6"x4" EE CLASS III RCP RISER BOTTOM 299.00
DRAW DOWN OUTLET OUTLET PIPE BARREL 30 in 66
\~j\\ \~j\\ N i PAVED INVERT 6 BARREL INV IN 299.00
tr ~///~//i,// ~ a GROUT BARREL INU OUT PRECAST HEADWALL 298.00
O ~e , I r e N e~, a a
a : , ~ 8' X 8' CONCRETE FOOTING
2 500 PSI CONCRETE MIN. ) A 1"= ' SC LE 50
RISER & DRAW WN DEVICE TAI L N TS
~'4 REBAR 12°
NOTE; SKIMMERS SHALL BE USED ON PONDS DURING O.C. EACH WAY i/2" PREFORMED JOINT FILLER, 11" WIDE
EROSION CONTROL PHASE OF PROJECT
'y
CONSTRUCTION SEQUENCE
SKIMMER 1. INSTALL EXISTING POND OUTLET PIPE.
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM. BMP DAM.
RISER TOP OF DAM 3. INSTALL BMP RISER AND DOWNHILL SLOPE, 4. STABILIZE BMP DAM SLOPES WITH SEED & MULCH.
:VIEW. A A
WATER LEVEL DURING STORM 1' MIN, FREER 5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW. EMERGENCY SPILLWAY ELEV. 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING, PIPE 8°
TRASH HUO _ 7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN.
-I = , I ~=I I ~=I ~ I- 8.ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL )N CONTROL ELEVATION SECTION
~ I I=I I I ~ I I OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE )EVICE
-III=III= - PEAK FLOW ATTENUATION POOL - -1 COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE. 2000 PSF MIN, BEARING CAPACITY SEE BNP SECTION FOR SIZING DATA
' =11= _ - - MINIMUM SLOPE 3 . 1 9. CALL ENGINEER FOR FINAL INSPECTION. -1 ~ I-= _ I- _I 1. L ~ THE IENCTH OF 1HE RIPRAP APRON. BENEATH COLLAR
i=1 I I=1 I = - 1= 2. d . 1.5 71MES THE MA)aMUM STONE pAMETER BUT NOT I I PICAL ANTI -SEEP COLU'tR PLAN V)EW LESS THAN 6` (inches).
I I-1 I I- - ~ I=1 I I -1 I I-1 - -i NTS 3. IN A HELL-OEFlNED CHANNEL EXTEND THE APRON UP THE
-I11= _ - _ EARTH DAM _I I I-I 11= - - l i=1 ~ -1 CHANNEL BANKS TO AN ELEVATION OF 6' inches) ABOVE
~ I =1 I - _ _ I I-1 I I_ ~ -I THE MA>OMLY TAILWAIER DEPTH OR TO TF TOP OF THE L BANK, WHKXIEYER IS LESS.
1=III= n ; _ -III-, , 1= NOTE, RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE °•eeebggl 4. NFILIER BLANKET oR FlL~ F~c s?+a.~ BE •.•°'1~ CAR •'e•. s Au.EO BETWEEN THE AND Sai. ouraAna+. ee 0~ eee
~ I=1 I - _ =1 = = - ~ 1=,,,_ I INSTALLED PRIOR TO THE BEGINNING OF OVERALL -I - - - - - - - DISSIPATOR PAD PIPE
=III=III=III=III= = - =III SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT Q-
ANTI-FLOATATION DEVICE -1 = _ _ I "-I I = _ - RIP RAP T ~-III-1 ~ I I ~ ,III-III CONTROL DEVICE DURING ROADWAY & UTILI , Y CONSTRUCTION. " -1 I 1=1 ~ I=III= I = ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED ° ° A 05-SB-014
d a ~ APPROVED
~ ~ I III= I=- = THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE -11 _I=III= ~ SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSED L • ° G ee.
ANTI-SEEP COLLAR -III-I I ~-III=I I = - ; - AND THE NORMAL POOL ESTABLISHED. TOWN OF CARY SECITON'A-A' FABRIC °ee ~/V °Nee.ee ~ eee ~ A. BERG eeee
'-I - - - 1I -1 i t-1 I I-1 I I- 81 eejetje°e°~•j°. Approved by Date
Planning Date
R ~ `1 C ~ T ~ RCP OUTLET PIPE ~ ~ ~EfAQ.Na' Cnninnerinn flnie
d V I \V`l `l ~L V I I VI V 3 PIPE OUTLET TO WELL-DEFINED CHANNEL 04000.21
m N TS. EFFECnW:07/01104 aar i or
N
No. Revision Date B Designer Scale
W&R 130'
Drawn By Date WELDON RIDGE WITHERS R"ENEL Sheet No.
ms 03/24/06 STORMWAT Checked By Job No. PARCEL SF- 5 ~WATER MANAGEMENT BASIN PLAN ENGINEERS I PLANNERS I SURVEYORS
JAB 203072.16 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
Y C~E

MINIMUM OT ND CAP L LA S E TOWN OF CARP PLANNING DEPARTMENT REQUIRED GENERAL NOTES SUMMARY
DEVELOPER: REQUIRED SCREENING ( A. SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN 1, EXISTING VEGETATION WILL BE RETAINED TO THE OWNER; PHASE 2B 2B-A 2B-B 28-C 26-D Total
REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN, If MAXIMUM EXTENT POSSIBLE. ALL RIP RAP PADS, DETENTION PONDS AND
YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST PARKER & ORLEANS HOMEBUILDERS, INC. P SUBMIT AND OBTAIN AP PROVAL OF A UNIFORM SIGN PLAN PRIOR TO OTHER STORMWATER RELATED DEVICES SHALL ZONING F - - INC• PARKER & ORLEANS HOMEBUILDERS, INC. OREST OAKS PDO SF 8
THE RELEASE OF PLATS FOR THE RECORDING OF LOTS (IF 2. AFTER DWELLING CONSTRUCTION, EACH LOT SHALL BE SCREENED WITH EVERGREEN PLANTINGS 211 JAMES JACKSON AVE. 2 211 JAMES JACKSON AVE,
APPLICABLE), PLATS TO RECORD LOTS CANNOT BE APPROVED UNTIL HAVE TE FOLLOWING REQUIRED PLANTING: SUCH AS WAX MYRTLES TO REDUCE VISUAL CARP, NORTH CAROLINA, 27513 C THE UNIFORM SIGN PLAN HAS BEEN APPROVED, IMPACTS FROM LOTS, TEL, (919 380-7223 FAX, /919 380-7225 ' GARY, NORTH CAROLINA, 27513 GROSS ACREAGE 11,76 5.45 9.75 6.34 33,25
380-7225 EL. [phone] FAX, [phone] -
B, WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS a) 2 LARGE TREES (one in the front yard, one in the rear yard) ATTN: BRITT SPIVEY REQUIRED, (I.E. BUFFER TYPE A, B, C, AND 100' THOROUGHFARE MATURE SIZE = 40 -60 H TTN: BRITT SPIVEY OPEN SPACE/ RECREATION ACREAGE
CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT PLANTED SIZE = 2" CAL. & 8' H R/W ACREAGE 1,54 1.51 1,21 0.27 4,53
TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE CONTACT/CONSULTANT: SHOWN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS. b) 2 SMALL TREES (one in the front yard, one in the reasr yard) NET ACREAGE 10,2 3,9 8.5 6.1 2877
MATURE SIZE = 15'-40' H
C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE PLANTED SIZE = 2" CAL. & 8' H WITHERS & RAVENEL, INC. WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO 111 MACKENAN DRIVE PROPOSED NUMBER OF LOTS TOWN OF CARY 20 10 13 11 54
THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY c) 4 LARGE SHRUBS (near foundation) NOTE: CARP N PROJECT # 05-SB-03 PROPOSED DENSITY (DU/ NET ACRE) 1,7 1,8 1.3 1.7 1,6
(co). - ~ ~ THIS PROJECT MEETS THE TOWN F ARY R RV R ORTH CAROLINA, 27511 MATURE SIZE - 5 -8 H 0 C ESE OI i7-6008 MAXIMUM DENSITY DU N 2,0
PLANTED SIZE = 30" H WATERSHED PROTECTION R IN TEL. [phone] FAX, 919-467-6008 0, ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES 0 D ANCE (JORDAN LAKE ( / ET ACRE) 3,0 4,0 5.0
ASSOCIATED WITH ON -SITE ELECTRIC, CABLE, TELEPHONE, GAS oR WATERSHED AS A HIGH DENSITY USE WITH THE ATTN: ERIC W. SIMPSON, PE OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD d) 8 SMALL SHRUBS (neor foundation) PROJECT IMPERVIOUS PERCENTAGE f2$,~~,%, MIN LOT SIZE ALLOW 1 4 _ 4, 00 14,400 14,400 14,400
AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH MATURE SIZE = 2 -4 H MIN LOT SIZE PROPOSED 14 529 1 7 5, 48 14,728 15,460
EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW TOR A MINIMUM OF PLANTED SIZE = 20" H WAKE COUNTY PIN NUMBER A 5' CLEARANCE AROUND THE STRUCTURE TO ALLO W FOR ACCESS. NUMBER 0724,01-38-4220 (PORTION)
ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR 3. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED ESTIMATE 5,300sgft IMPERVIOUS SURFACE PER LOT 0725.03-41-2042 (PORTION)
LOCK, THE PLANTINGS SHALL ALLOW FORA 10 CLEARANCE. THE AND OR PROVIDED WHERE REAR YARDS BACK UP TO ONE ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500 SF FOR AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT / MIN LOT SIZE ALLOW SOUTHERN BOUNDARY 18,000 18,000 18,000 18,000
MATERIAL AT MATURITY. ANOTHER OR ARE VISIBLE FROM THE REAR YARDS OR STREET, WALKS & DRIVES AND ALLOWS 800 SF FOR MIN SOUTHERN LOT SIZE PROPOSED 18 022 1 8,082 20,087 18,040
THIS EXISTING AND/OR INSTALLED LANDSCAaE SHALL MEET OR OVERRUNS & ADDITIONS. E. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR EXCEED THE PLANTING CRITERIA FOR TYPE 'B' SEMI-OPAQUE BUFFER.
WITHIN 5' OF A SIDEWALK, AVERAGE LOT SIZE 16,907 17,154 17,991 18,498
4, NO LESS THAN 50 PERCENT OF THE MINIMUM F, ALl TREE PROTECTION FENCING SHAH BE MAINTAINED UNTIL ALL SITE LANDSCAPING SHALL BE VISIBLE FROM THE FRONT LF WIDENING _
WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO OF THE LOT. STREETS LF 1 050 1 295 1 928 519 4,792
THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY (CO). S, ALL PLANTS SHALL BE INSTALLED PRIOR TO ISSUANCE WATERLINE LF 1 050 1 295 7
, 50 130 3,225
G, NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED OF A CO FOR EACH LOT. AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSCAPE SEWER LF 2 640 1 259 265 7 _ , 56 4,731
NEITHER INDIVIDUAL LOT OWNERS NOR THE HOMEOWNER'S SEWER F W LO 5,600 2,800 3,640 3,080 15,120
ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE DENUDED ACRES
SHALL BE SUBMITTED TO ANO APPROVED BY THE TOWN OF CARY, . +r 35.0
H. DECORATIVE FENCING, PRIVACY FENCING AND ENTRANCE WALLS IMPERVIOUS SURFACE AREA -INFRASTRUCTURE (SF) 1,00 0,98 0,79 0,18
PROPOSED TO BE LOCATED WITHIN BUFFERS AND ALONG STREET ~ ~ "f' I 1 11 fi a__ ~ I ' I~ ~ AVERAG A ~ E LLOWACLE IMPERVIOUS AREA PER LOT (SF) 5,300 5,300 5,300 5,300
RIGHT-OF--WAYS MUST BE APPROVED. PLEASE SHOW ALL SUCH ~`"1O'E I s-~ 7 7, ~--,n ~ ` LOCATIONS ON THE PLAN INCLUDING AN ELEVATION VIEW OF THE -_Y ~ e~' . I J~
~ FENCE INDICATING FENCE HEIGHT MATERIALS AND COLORS. ~ ' oo '~'R ~z ~ ~ ~'I kv~ ~ r u E'~TIMATED IMPERVIOUS SURFA CE LOT AREA 106,000 53,000 68,900 58,300 286,200 I ~ti
PROPOSED LANDSCAPING ASSOCIATED WITH THE FENCE ` ~ 1'~ h"~ _v: ~7 ` ~ i ~ ~w INSTALLATION, AS REQUIRED BY THE ZONING ORDINANCE, MUST ALSO -r._~ ' 1Y ~ x-'~ ~ 9' ,~A'"~'~ ~ IMPERVIOUS SURFACE AREA 149,604 95,754 103,160 65,945 414 462 '
BE SHOWN ON THE ENTRANCE FEATURE PLAN. ~ ~r r ~ . ~ ' ~ r"_
- _ I. THE TOWN OF CARY SHALL NOT ALLOW RECORDATION OF LOTS ~ I ~ ti ~ ~ \ ~ S h a~ „ ~ ETBACKS 28.62%
UNTIL THE NORTH SEWER INTERCEPTOR PUMP STATION IS G y~+a ~ - L.17t~', ~ _ -mca--_ ~ 1 r i s M x167 ~-m+~' ~ ~ .
OPERATIONAL ~ ~ , ~ ~ - ors- ~ NOTE: ~ -MNZ ~ `r 7 Y ~i ~ ~"f y\ aua'n 7~ ~ ~ FRONT YARD -COLLECTOR ROAD ~L1 ~ 25' 25' 25' 25'
vENERAL NOTES • "~-~e olE BRANCH is I , ~ 4_ 'N ~N ~ , ~ ~ v _ \ a MINIMUM AVERAGE WIDTH g5 85 85 85
1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN Of CARY STANDARD SPECIFICATIONS AND a__ U~ ~~y ~ pm ~ ~~~§:v~- t ~~~;v,_\ ~ L1 , _ - ' SIDE YARD MINIMUM 10' 10' 1
4 zo4• pA~~ r ti' ~ f. 1. ~ DETAILS AS REVISED JULY 1, 200. ~_~Z_~ .yam'' ~ r ~ i i ~'^o~ r ti ( ) 0 10 ,,.gyp ~ , ,u 'm+~,, REAR YARD 20' 20' 20' 20' '
2. ALL PROPOSED STREET RIGHT-OF-WAYS SHALL BE 50 AND STREET WIDTHS SHALL BE 27 BACK TO BACK ~ _ _ ,i tepT- - ~ P ! ~ y. rar,eZ.. _ _ r~j0~ ~ ~ ~ ~ ~ " - ~ ~ UNLESS NOTED OTHERWISE. 1 ~ - ,q I ~ a ~ ' a i~ ` , IMF'., ~ + ~ ~ 1 \
3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED PUD DOCUMENT. CHECK THE CARY ORDINANCES 1^~~} o ~ - w - rn r j ~ J J ~ ~ \ = \ 7Y' ~i„ ~ ,A ~ CORNER SIDE YARD (FROM R/W) 15 15 15 15
FOR PORCHES DECKS GARAGES ETC, J o o L, ~
4, UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF ~"0 r ~ ~ . _ _ x THE SUBDIVISION PLAT, ~ y ~ - - \ \ _ tp50 _ a -_-Doz..- . \ ~ ~-~i---m~i..
5. BOUNDARY INFORMATION IS BASED ON SURVEY BY KENNTH CLOSE, INC. ~ v ~ ~ ~ ' ~ ' 9a ~ ~ ' I ' ~a S ui *3qt-• --zvEi-\ J a yV ' ~i'~ .~apT\ ~'J2~+ \ ~ ~ ~ IPF ~~4~. s---
6. DESIGN BASED ON TOPOGRAPHIC SURVEY BY KENNETH CLOSE, INC. ~ ~ ~ ,,,jai i ' 313 ~ I ~ 312 ~ `~'Q-~-211~~~ ? -I~y~i ,fT~ ' ~ 1~1 \ 1? 1~'. \ Y „-11ME-~-~
7 P FOR 3718300280 E DATED MARCH 3 ~ ~ ~ ' ~ ' ~ ~ FEMA 100 YEAR FLOOD PLAIN IS NOT LOCATED WITHIN THESE ARCELS , ~ ~ c 4 r "0~ ~~oo r, a m , v _,r
1992, ~ ~ ~ ?~-~.af'z"~ i ~~18,864 SF ~ i , z ~ r-. , ~ ~ , 16,191 SF , ~ , 1 N ~l 7 -v. ~ J - ~ - \ - y~,_ ..7t'_'
8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF ~..,t ~ ~ t,~,r i I ~ ~ , XISTIN TI ITI H W N P NS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY ~l ~ ~ ~ ~ ~ E GU L ESSONO LA 4 ~ , 1
AS APPROXIMATE. ~ ~ ! ' 311 ;
9. A L HAN I AP RAMP HA N TRUCTED IN ACCORDANCE WITH TOWN Of CARY STD, 3.16 REVISED ' 314 ~ ~ ~ L D C S S LL BE COS ( 1. ~ , ~ .0 i i ~ \ x ? ~ •
4 19 O1 . HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTERSECTIONS. , 14,728 SF' / / ) + ~ ~ , / , ~"0 SF' ~.0 S i ~ ~ ~ r - - - - - - ~ f ~ i ~ '~@ i ~ rein,. , \ ? _ __~~f 1 iZ i t g I I I I i i ~ ~ F v ~ ~~~-1-~~ 1~„
10, ALL CUL-DE-SACS SHALL HAVE A 45 RADIUS FROM CENTER TO THE BACK-OF-CURB, I ~ I w ~ 15,642 SF O ~ - ~y ` h 1 1 I a ~1 ~ i i? u ~---f ~ - - - - J I F ~N .r ~ 309 I i 308 ~ I ~ ~ , ~ . N ~ I f~=---L22 -taF - ,rn 307 I fan-- so.a • \ ~ ~ ~ u , 4~ ~r
11. ALL STREET INTERSECTIONS BACK OF CURB RADII ARE 25' UNLESS NOTED OTHERWISE I ~ - - - _ ~ •f~ ~ ~ 12. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W'S OR SHOWN OTHERWISE, r W - - - - - ~ ~ i ~ 6,557 sF ; ~ ~ i I ~ 306 305 I ~ ~ ~ 1,. ~ ~ / ~ 115,803 SF ff ~ I I I ~ ~ . _ ~ ~
~ ~ ~ ~ r 0 ~ ( 310 ;N ' 13. ALL SPECIALTY STREET SIGNS AND POST SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND . ~ ~ a , ~ tS ,Q1 ~ ~ I I c 4,759 SF ~ i N ~ ~ i I 304 310 ~1------..; z 14,529 SF ; 14,722 SFi ~ n,,
APPROVAL IN ACCORDANCE WITH TOWN OF CARY POLICY STATEMENT N0.85 PRIOR TO INSTALLATION. t 1ao , ~ 1 ~ ~ ~ n ~ ,tom ~ F , , n I ~ - - _ ~ 16,796 SF ~ ~ ~ -r _ _ - - _ 256 S, I_ J _ r __S
100' ~ 16,256 SF-' 14. COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION. _ ~b~ _\~y ' 315 _ ~ ~e-
15. WETLANDS DELINEATED BY SOIL & ENVIRONMENTAL CONSULTANTS, ~ ~ - - ~ _ 1 ~ a~ - - ~ \ i i v 303 N ewP ~
i 6. DELINEATED WETLAND AREAS SHALL NOT 3E CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS ~ ' 19,627 Sf ~ , IPE ~ 88'~6'S+' N188.22' ~ \ i SPECIFICALLY PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS AND NCDENR, ~ ~ L~%'~ t , 0 ~y~ R2 ~ ~ ~ N ~ ~ -
~ ~ ~;L~ ~ 1 ~I 25~ EEASEMENT ,,16,112 i - SIGHT DiSIANG - - _ / ,
17. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COST ASSOCIATED WITH STREET LIGHTING ~ ~ i , 316 ~ ,SI( ALONG ALL PROPOSED STREETS ADJACENT STREETS AND THROUGHFARES AS REQUIRED PER TOWN OF CARY ~ ~ ~ ~ - - - , ~ - - . , ~ 302
POLICY STATEMENT N0. 13. THE DEVELOPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHT COMPANY IN ~ ` ~ 18 960 SF ~ ' ~ ~ , ti~~
ORDER TO DEVELOP A STREL~T LIGHTING PLAN FOR THE SITE SUBDIVISION PLAN PRIOR TO CONSTRUCTION, v y ~ ~ ~ ~ ~ ~ / ,p~ / ~ ` ~ , ~ ~ ~ ti` ` ,p, ,ti 341 ~O P ~ ~ ' ~ x,15,777 SF ~ ~ ~"9 , 7 I 88'31'10" W! ~ / : w ti, ~i _
R IN F T OR A ND MUST ` ~ ~ ~ ~ ~ < ` 18. INSTALLATION OF ROAD IMPROVEMENTS MUST OCCUR PRIOR TO RECD D G 0 LOS BO BE ~ y ~ V 'Q RHBdR n ~ s~~ POSTED, . ~ ~ F 9 , ~ s 21 18 SF, , . < 3 i I ; 637.22 ; S, ( V ~ I I I ~
~ > ~6 } ~ 317 ouN 3 ~ 340 4 ~ ~ ~ , - 3~ 340 ~ / 344 1345 ~ I ; 346 ~
~ ~ t , ~ j ~ N 88'312 W. 19, FENCING PROPOSED ALONG A THOROUGHFARE OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, ~ t - , r V ~ ~ ~ I ~ ~ ~ 17 324 SF \TZ,774 SF ~ IRF ' F ~ h7 902 SFi ~ 17 220 SF~ ~ ~
P P F THE APPROVED SITE DEVELOPMENT PLAN ~ ~ 1• ~ 'ia 592 SF ~ 2~, ~ , \12,774 SF MATERIALS AND COLORS. IF A FENCE PRO OSAL IS NOT ART 0 THEN INDIVIDUAL LOT OWNERS WILL NOT BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A ' ~ ~ 1 982 S . ' , / I , , , J t~ ~ / _ , ~ , r--- I i I i i , 347 ; \ ha/ Q~ ~ ~ ,
J ~ ~ fiox ~ ~ P ~ ~ ~ THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERTIES ~ ''0p Awq . 'P~ : ' ;~i 9 339 ~ , i , , ~ / ~ I~ ~ I ~ ; i l OQ f I - i _ z I I I I I 4 F Q
ADJACENT TO THE STREET, IF A FENCE IS PROPOSED, THEN EVERGREEN SHRUBS ON THE STREET SIDE OF THE ~ ~ ~ ~ ~ I ~ i '1 7 ~ ~i ~ ~ 342 ~ ~ ~ ~ ~ s , 348 ' ' o N N -
FENCE AT A 5' SPACING WILL BE REQUIRED. FENCING ALONG A THROUGHFARE OR COLLECTOR STREET MUST ~ ~ ~ ~ - 1087 SF ~ FIRST BE APPROVED PRIOR TO INSTALLATION OF THE FENCE. ~ ~ ~ ~ ~ ~ F ~ ~ ' , 343 ~ ~ , - - - - ' ~b, ' .~s,~ sF ~ ~ ~ .y ~ ` i F ~ ~ 'yq ,361 SF uWj~ ~ 9,235 S ; , - ~ ~ ~ ~ h~ W
~r ~ ~ ~ ~ ' r 15,769 SF ~ ~ Qi Q ~ r J A ~ ~ a,`
20. ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED, OPEN SPACE SEPARATING TWO ~ ~ ! 2p~ ~ ~ PARCELS WILL BE RECORDED APPROXIMATELY HALFWAY BETWEEN THE PHASES WITH THE ADJACENT PHASE, ~a ~ ;r ` ~ ~ 338 ' w - ~ q~ ~ a :~.v - - ~
I L ~ ti r/ t i ~
21. ALL LANDSCAPING WITHIN STREET RIGHT-OF-WAY NOT ADJOINING SINGLE FAMILY RESIDENTIAL LOTS SHALL BE ~ a ~ I ' 19,929 SF ~ ,'ry MAINTAINED BY THE HOME OWNER'S ASSOCIATION IN PERPETUITY, INCLUDING MEDIANS AND TRAFFIC ISLANDS. ~n I b I , \ crP ~ ,Q~ ' Ps ~ ~ ~ 349 `g '°k' ~ ' ~ ~ pN,-
, Q , ~ 337 22, AN ENTRY FEATURE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO APPROVAL FOR THIS ! I I ~ ; , , 318 Q ,\0 ;'~Q T ~ ~ ~ 332 ~ ~ ~ Q 337 ~ . ~ ~ ; I ~ ~ 333 I i ' ~tss39 SF
SUBDIVISION PLAN. I ~ I ~ ~ a° W ' ~ ~ ~ Q a ~ 0,087 ~ 0 16,150 SF~ ~Q ~ . ~ ' ~ I ; 20,947 SF ; ~ ~ ~ _ '
23. STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ADJOINING DWELLING SHALL BE d ~ a ~ 7 ~ ( 16,150 SFi / ; ~ 335 ' ~ ' 17,687 SF I I , ~ 351 ? ~~Q _ , 4 ~ ~ ,
. h r 8w, N SCREENED FROM OFF-SITE VIEWS. EXCEPT WHERE DEVICE PLANTINGS ALSO SERVE AS BUFFER PLANTING MATERIALS, ~ I ' o~,y . 'O', ~ ~ ~ ~tyi y„ / ' / , , / ~ 1 I / \ ~ rte` _ . ~ 16,2 SF , l ~ i - i ~ ' ' ~ - - r , ~ L 17,104 SF ~ - _
- - ~ ~ 319 ~i~'' ;'0 24, All SIGHT DISTANCE TRIANGLE ARE WITHIN THE PUBLIC RIGHT OF WAY EXCEPT WHERE INDICATED ON THIS ~ ~ Q' ~ ~ ' X16,150 SF ~ ; 331 ; i _ ;I ;
~ SHEET. INTERNAL SIGHT TRIANGLE ARE MEASURED AS 10' x 300'. ~ `Z'- ~ ~ I 5 Q , ~ , 16,292 SFi ~ ~ , ~ ~ ~ ~ ,r - ' i I - 11,265 SF - ' ~ ~ _ , ~ - ~ i
~ ~ - 20,142 SF ,'Q~ 32Q 25, ALL BUFFERS ANO FENCES IN BUFFERS WILL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION, ALL BUFFER AND ~ ~ . , E r ~ ~ ~ ' ~ - ~ - J ~ 352 ~ m Q ,
STREETS APE L ATI N MST BE FREE F ANY EASEMENT SUCH AS SEWER WATER AND STORM ORAINA E LINE FASEME ~ ~ ~ ' C OC 0 S U 0 G NTS r ~ , ~x ~ , 18,015 SF . - IGHT DiSTA C - ~ ~ € ~ASEMENr ~ 350 for r*r I ' 15,748 SF m 'm I _ ~ ,N IN i
26. SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED ON INDIVIDUAL LOTS WHERE INDICATED ON THE SITE / ~ PLAN, ~ ~~`~a 3 , m3 ~ I _ 1
27. A LETTER OF CREDIT WILL NEED TO BE PROVIDED FOR YATES STORE ROAD AND ASSOCIATED SIDEWALK r % ' 0 ti ~ ~ ~S~ v 2>, rf~--~- ~W IW18,022 SF p _ Q - Imp -'i r~ ; ~ ~ NN I
~ ~ 1 `L ~ Q 9 I CONSTRUCTION PRIOR TO LOT RECORDATION. ~ / 0~ ~ ~ ~ ~ / 1 ~ . ~ 321 ~ ~ E ~'~p, 9\ f„- i 'pr`o ~ P Q ~ Q1
- ~ I V eY ~0 I ~ ~ ~45' ~ ~ ~ ; ~ B , ~ , I N t~ r 'EASE I l I ~ lil 4.1 ~ ~Gy1 ; ~ , , B'pi ` ~ 353 IQ 4 I - - , 1. 329 i e-e ~ Q Q~ ;
_ ~ 18,040 SF , ~ ~ I ~ ~ 328 ~ i 330 I 5a' R w IRF ^~a zZo
I I T- i. 18 082 SF i I I I I ~ ' ` ' ' 17,719 SF ' ~ i ~ ~ , L1,. - - _
i _ ~w N 883727" W 1061,37 1 - - I ` 327 ~ 5,460 S€~', ~ ~ r-i5,83~S~ -i- ~S 8749'04„ W i i 2 _ ..a 3 39~ ~ , I T ' . i I -
~ ~ F ~ ~ I ~ ~ / \ / ~ ~ ~ 324 324 ~ I 326 115,599 5F ~ , ' - - ~ - m RF IPS -
I ~ ~ I ~ ~ I 325 ~ ~ - ' s I III ~ ' ~ I ~ ~
W 119,707 SF ~ 17,085 SF , ~ , - • ~ ~ ee•aoeaoa"~
I I ICHAfI US LL ~ ' TYPICAL REAR YARD LANDSCAPE PLAN ` ~ ~ 2 , 3 SF ~ ' > ' i i! J a j e(6SSf®~`a~' ' < III I i , ~
- I D.B. 6 ,LPG 4911 ~ 323 a ` ' ' ~ tl , For Lots Backing Up To Each Other PARC 1982 ~ , tl ~ I ; I i J \
Wifhout Adequate Ex+st+n Ve etotion I T.. -4 W I ~ R 24,544 SF ~ 9 4 ' 24,544 SF ; _ - - - - / \ ~ ~1 o F I ~ ~ ~ ,
PLANT MATERIAL SHALL CONFORM TO I PIN N(z 24.0!-IBSP7 ~ ~ i I ! ~ , 20,141 SF I ~ ~ TOWN OF CARY APPEARANCE MANUAL ¢ ; I ~ ~r - /I,D, DIXQN \ A PART OF ee°
I ~ , ~ R I ~ '~i I \ I I + L , ' D.B. 2354 PG. 480 ~ ~uae
~ I i 1 r ~ I ~ ~ 1 I I ~ /PIN N0. 0724.01-37-5633 ~'~"a ~S?RUCnp~ ~ e
a / ~ ti ~ ~I / ~ ~ ~ ~ / B.M
' \ 8 ~ I y o I 1 I `z 1! 6 PIN N1 / I
I / I 1 ~ / Y aP 4
PC 6Nt/
~ I Nt v / APPROVED
N n 1 1 ~ ?a~ ~''S /
~ SHADE TREE I ~ - ~ I SHRUB I \ ~ ~ f / TOWN OF CARY a~?~'
1 / r I \ ~ PROJECT # 05-SB-03 /
L z I: ~ ~ / TYPICAL R AR YAR TAI 1oa o 10o zoo E D DE L / ~ Approved by Date _
NTS \ u~o ' . ~ 11 Plannin Date 9
" - - - - - ~ ~ Cots ~ + n/
N SCALt: 1 100 L 1 _ V3 o5-\B11o Engineering Date
No. Revision Date By Designer Scale
A TOWN OF CARY 1st REVIEW COMMENTS 4/25/05 EWS EWS 1100'
B TOWN OF CARY 2nd REVIEW COMMENTS 5/31/05 EWS Drawn By Date Sheet No.
WELDON RIDGE 0 CD APPROVAL 7/19/05 EWS EWS 3/7/05 0 SITE PLAN WITHERS R"ENEL
Checked By Job No. PHASE 11-B
4 JAB 203072.13 Y 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
IL ENGINEERS I PLANNERS I SURVEYORS

_ _ _ _
_ v ~
- Tf w ~ ~ GENERAL NOTES 23. STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ADJOINING TOWN OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NOTES 5 MM,'~ TOC 5-S -014
® ~~N~M~M ~QT UaNDSCAPE DWELLING SHALL BE SCREENED FROM OFF-SITE VIEWS. EXCEPT WHERE DEVICE ~ ADJOINING q. SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN DEVICE REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN, IF PHA5E SF5 SF-5 1 F- Total
PLANTINGS ALSO SERVE AS BLiFFER PLANTING MATERIALS. / s 5/ 2 YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST
I. EXISTING VEGETATION WILL BE RETAINED TO THE 1. ALL CONSTRUCTION SHALL BE IN kCCORDANCE WITH THE TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS, MAXIMUM EXTENT POSSIBLE, THE LATEST REVISION. 24. ALL SIGHT DISTANCE TRIANGLES ARE WITHIN THE PUBLIC RIGHT-OF-WAY EXCEPT SUBMIT AND OBTAIN APPROVAL OF A UNIFORM SIGN PLAN PRIOR TO ZONING FOREST OAKS PDD - SF-5 EXCEPT THE RELEASE OF PLATS FOR THE RECORDING OF LOTS (IF
I 2. ALL PROPOSED STREE'' RIGHT-OF-WAYS SHALL BE 50' AND STREET WIDTHS SHALL BE 27 BACK TO BACK UNLESS WHERE INDICATED ON THIS SHEET, INTERNAL SIGHT TRIANGLES ARE MEASURED AS EASUREO AS APPLICABLE). PLATS TO RECORD LOTS CANNOT BE APPROVED UNTIL GROSS ACREAGE 20,77 20.87 41,55 ® I
2. AFTER DWELLING CONSTRUCTION, EACH LOT SHALL NOTED OTHERWISE, 10' x 300'. THE UNIFORM SIGN PLAN HAS BEEN APPROVED.
HAVE TE FOLLOWING REQUIRED PLANTING; 3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED PUD DOCUMENT. CHECK THE CARP ORDINANCES FOR PORCHES, DECKS, GARAGES, ETC. 25. ALL BUFFERS AND FENCES IN BUFFERS WILL BE MAINTAINED BY THE HOMEOWNERS E OPEN SPACE/ RECREATION ulEOWNERS B. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS ACREA~,;E
4, U11UTY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTE4 CONSTRUCTION IS COMPLETED AS PART OF THE ASSOCIATION. ALL BUFFER AND STREETSCAPE LOCATfONS MUST BE FREE OF FREE OF REQUIRED, (LE. BUFFER TYPE A, B, C, AND t00' THOROUGHFARE _ _
m' a) 2 LARGE TREES (one in the front yard, ane in the rear yard) SUBDIVISION PLAT. ANY EASEMENT SUCH AS SEWER, WATER, AND STORM DRAINAGE UNE EASEMENTS. ~SEMENTS. CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT R W .ACREAGE 3,94 2,46 6,40 TINT THOS / TO REQllIRE SUPPLEMENTAL PLANTINGS IN ADDI 0 0 E
~ MATURE SIZE = 40~-60' H 5. BOUNDARY INFORMATION IS BASED ON SURVEY BY KENNTH CLOSE, INC. - PLANTED SIZE ~ 2 CAL. & H 6, DESIGN BASED ON TOPOGRAPHIC SURVEY BY KENNETH CLOSE, INC, 26. SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED ON INDIVIDUAL LOTS 4L LOTS SHOWN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS. ti NET ACf~EAGE 16,83 18.41 35.24
WHERE INDICATED ON THE SITE PLAN, DRIVEWAYS SHALL BE LOCATED OUTSIDE OF 7. FEMA 100 YEAR FLOOD PLAIN IS •NOT LOCATED 4VITHtN THESE PARCELS FOR 3718300280 E DATED MARCH 3, I HT DISTAN E EAS MENTS, t f rd one in the reasr and SG C E UTSIDE OF C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE PROPOSED NUMBER OF LOTS 6
b 2 SMALL TREES ane in the rant a ) } ( Y Y 189Y. MATURE S#ZE - 15 -40 H P THE FENCING SHALL BE REMOVED PRIOR TO 9 44 113 ~ WORK IS COM LETED
" T N F ITiES PRIOR TO CONSTRUCTION. LOCATION OF _ _ ~ _ 8. CONTRACTOR SHALL VERIFY LOGA 10 0 ALL EXISTING Ulll 27. UNIFORM SIGN PLAN FOR WELDON RIDGE SUBMITTED UNDER TOG 05 USP 003. H P NT - 2 CAL. & 8' # ~ LA ED S,ZE THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY ~ ~ ~ ~-oD3. PROPOSED DEN~,ITY (OJ/ NET 3A 2,3 2.7
EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY c 4 LARGE SHRUBS (near foundation AS APPROXIMATE. (C4)' „ _ A;,R_}
) ) I MATURE SIZE = 5 H 9, ALL HANDICAP RAMPS SHALL BE CONSIRUGIEO IN ACCORDANCE WITH TOWN OF CARY STD. 3.16 (REVISED D, All ABOVE GROUND UTILITY EQUIPMENT ANO FACRITIES ASSOCIATED WITH ON SITE ELECTRIC, CABLE, TELEPHONE, GAS OR MAXIMUM DENSITY (DU/ NET 3,0 3.0 3,0
PLANTED 51ZE = 30" H 4 19 01 . HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTERSECTIONS. f / ) OTHER 51MIlAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD ASR! 1
10. ALL CUL-DE-SACS SHALL HAVE A 45' RADiU5 FROM CENTER TO THE BACK-OF-CURB. AREA OF THE SITE ANO SCREENED, TO THE EXTENT POSSIBLE, WITH - EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF I
d) 8 SMALL SHRUBS (near foundation) 11. ALL STREET INTERSECTIONS BACK OF CURB RADII ARE 25' UNLESS NOTED OTHERWISE MATURE SIZE = 2'-4' H 12. ALL INTERSECTION SIGHT TRIANGLES ARE LOCATED WITHIN STREET R/W'S OR SHOWN OTHERWISE. A 5' CLEARANCE AROUND THE STRUCTURE TO ALLO W FOR ACCESS, MIN LOT SITE ALLOW 7,700 7,7D0 j
PLANTED SIZE = 20 H 13, ALL SPECIALTY STREET SIGNS AND POST SHAU_ BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL IN ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR P TH PLANTINGS SHALL ALLOW FORA 10' CLEARANCE. THE MIN LOT SIZE ROPOSED 7,546 7,764 LOCK, E
ACCORDANCE WITH TOWN OF CARY POLICY STATEMENT N0,85 PRIDR TO INSTALLAl10N, AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT AVERAGE LJT SIZE 9,231 9,950 9,516
' 3, EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED M PEN PA E SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIA710N. AND OR PROVIDED WHERE REAR YARDS BACK UP TO 4NE 14. COM ON 0 S C MATERIAL AT MATURITY.
15. WETLANDS DELINEATED 8Y SOLI & ENVIRONMENTAL CONSULTANTS. ANOTHER OR ARE VISIBLE FROM THE REAR YARDS OR STREET. I T N A R A WAY RIGHT-OF-WAY OR STREETS LF 3,149 1,952 5,101 E. NO TREE SHALL BE LOCA EO WfTHI 0 D
THIS EXISTING AND OR INSTALLED LANDSCAPE SHALL MEET OR tfi. DELINEATED WETLAND AREAS SHALL NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY / PERMITTED BY THE U.S. ARMY CORPS OF ENgNEERS AND NCDENR. WITHIN 5' DF A SIDEWALK. WATEkLINE LF 3,Ofi8 2,101 5,169
EXCEED THE PLANTING CRITERIA FOR TYPE 'B' SEMI-OPAQUE BUFFER. 17. THE DEVELOPER WILL BE RESPONSIBLE, FOR ALL INSTALLAl10N COST ASSOCIATED WITH STREET LIGHTING ALONG I F. ALL TREE PROTECTION FENCING SHAH BE MAINTAINED UNTIL ALL SITE SEN"ER LF 2,860 2 268 5 128
ALL PROPOSED STREETS, ADJACENT S1TiEETS AND THROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY ~ 4, NO LESS THAN 50 PERCENT OF THE MINIMUM WORK 15 COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO e i THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY SEWER FLOW 19,320 12 320 31 640
LANDSCAPING SHALL BE VISIBLE FROM THE FRONT STATEMENT NO. 13. THE DEVELOPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHT COMPANY IN ORDER TO (CO), ~ ,
OF THE LOT. DEVELOP A STREET LIGHTING PLAN FOR 11iE SiIE/SUBDIVISION PLAN PRIOR TO CONSTRUCTION. 18. INSTALLATION OF ROAD IMPROVEMENTS MUST OCCUR PRIOR TO RECORDING OF LOTS OR A BOND MUST BE t • DENUDED ACRES 4 ,6 AC G. NO FENCING SHALL BE PLACED WITHIN A BUFFER UNl.E5S INSTALLED _
~ 5, ALL PLANTS SHALL BE INSTALLED PRIOR TO ISSUANCE I P051T:0. AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSCAPE. IMP RVI U SURFA A - 1 ~ ' N N R T HO EOWNER'S E O S CE REA 1 1,556 69,652 181,210 NEITHER INDIVIDUAL lOT OW ERS 0 HE M INFRASTRUC LIRE SF
OF A CO FOR EACH LOT, 19. FENCING PROPOSED ALONG A THOP.OUGHFARE OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, P APPROVED SITE DEVELOPMENT PLAN ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR ( )
MA IA AND C ORS. IF A FENCE PROPOSAL IS NOT ART OF THE , TER LS OL h~ TTiEN INDIVIDUAL LOT 4WNER5 WILL NOT BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE SHAH BE SUBMITTED TO ANO APPROVED BY THE TOWN OF CARY. AVERAGE ALLOWACLE 5,700 5,700
LINE TABLE THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERTIES IMPERVIOUS AREA PER LOT
IN LENGTH BEARING ` ~ ADJACENT TO THE STREET. IF A FENCE 15 PROPOSED, THEN EVERGREEN SHRUBS ON THE STREET SIDE OF THE I L?j 19.71 N74'14'20"W ~ FAR R COLLECT R TR T M T H, DECORATNE FENCING, PRIVACY FENCING AND ENTRANCE WALLS 'SF~ PROPOSED TO BE LOCATED WITHIN BUFFERS AND ALONG STREET
d^ , ,d , FENCE AT A 5 SPACING WILL BE REQUIRED. FENCING ALONG A THROUGH E 0 0 S EE US X41 x..56 568 .4 10 W FIRST BE APPROVED PRIOR TO INSTALLAITON OF THE FENCE. RIGHT-OF-WAY5 MUST SE APPROVED, PLEASE SHOW ALL SUCH - ~ ESTIMATED IMPERVIOUS 393,300 250,800 644100
L3; 43.64 N87 00'47"vd 20. ADJACENT OPEN SPACE WILL BE RECORDED RS LOTS ARE RECORDED. OPEN SPACE SEPARATING TWO PARCELS LOCATIONS ON THE PLAN INCLUDING AN ELEVATION VIEW OF THE RFA ~ T AR A FENCE INDICATING FENCE HEIGHT, MATERIALS AND COLORS. SU CE LO E
I L41 21.20 N56'0T34"W H VNTH THE ADJACENT PHASE. ~ WILL BE RECORDED APPROXIMATtLY HALFWAY BETWEEN THE P ASES PROPOSED LANDSCAPING ASSOCIATED WITH THE FENCE _ '
i', L5 5.93 S59'25'04"W 21. ALL LANDSCAPING WITHIN STREET RIGHT-OF-WAY NOT ADJOINING SINGLE FAMILY RESIDENTIAL LOTS SHALL BE /s i'' i INSTALLATION, AS REQUIRED BY THE ZONING ORDINANCE, MUST ALSO IMPERVIOUS SURFACE AREA 504,$57 320,452 825,310 BE SHOWN ON THE ENTRANCE FEATURE PLAN, `
~ L6 36.77 543 09'51 "W MAINTAINED BY 1~IE HOME OWNERS ASSOClAiION IN PERPEIUIIY, INCLUDING MEDIANS AND TRAFFIC ISLANDS. . , ~ L71 18.21 N52'S3'27'1v 21. AN ENTRY FEATURE PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO APPROVAL FOR THIS i / N I. seTaAl~Ks
~ _~~y, MAJOR ENTRANCE MONUME T ~8 8.66 S68'31'S1"W SUBDIVISION PLAN. ~ ~ SEE SHEETS LS-1 TO LS-4 FOR I. THE TOWN OF CARP SHALL NOT ALLOW RECORDATION OF LOTS ENT FRONT YARD -COLLECTOR I -4 FOR UNTIL THE NORTH SEWER INTERCEPTOR PUMP STATION IS 20 20
L9 ~ 23.49 N38'02'01"W 22. THE DEVELOPER SHALL PROVIDE EACH DWELLING UNIT WITH A TOWN OF CARY APPROVED ROLL QUT SOLID WASTE „ 1 1.j;' DETAILED INFORMATION OPERATIONAL Ft10AD
L? G 21.81 N28 36 57 E COLLEC110N CONTAINER. / ~,~'y MINIMUM AVERAGE WIDTH 65 65 I
C 111 29.39 N51'45'S3'W 23. DRIVEWAYS SHALL NOf BE PLACED IN SIGHT DISTANCE TRIANGLE EASEMENTS. / ~ „i y ~ SIDE YARD !Iu11NIMUM 7'
i ~ 4, OTS 543 12 AND 522 SHALL NOT BE ALLOWED DRIVEWAY ACCESS TO SENTENEL FERRY k+! (ROAD ' ;;i` \ L12 ~ 1 x.06 S70'09;49°W 2 L 5 / ~ ~ ~ _ \ \ 3 6.,92 N29'04 35 UV / ) _ 7
!_t4, 19.95 N00'12'24"E /o~ •;~~5 ,A SIDE YARd AGGREGATE 15' 1 ' 5
F, Lis 20.58 N46' 1 T24"W / j~~.''' , ` ~ ?,t.. o ,.~~;..,~~\y.~,\\,\,,, ~ ~ s ~ REAR "ARD } 2C 20
I L16 _ 2a6o s~5 58'84"w ~ ~ a 1 CC:RNER SIDE YARD (FROM 1. 15
- L17 12,93 N79'37'39"W / o'`~ ~ /r ~ ~ C R N+`
' L18' 9.24 N18'13 21 W s%~ ;l'' / V `~~"~4~'~`~ ~ r , / ~r' ~ ~ ~ fir. ~ \ L19 41.18 565'01 5G W' / ,~i ,v~ .ii; / \ 'e' ~ ~ zp
' G 30.11 "bv / r ~ ~ ~ti. C ' t2 538' 1 G'S6 / ~ ~ ~ / V ~~~A,,,_ A_.~~A, ~~ti /j~, p~ ~ BUFFER SETBACK ; a' ' 10 ~ PF
a L21 33.92 N52'34'13"W / / A ~ \V ~ ~ ~ ~ ~r. r
'1__.-_. L22~ 20.6fl 578'24 30"W / ° / ~ ~ ~ ~ ~ \ ~ vs IP l80 h' ~ \ F
L23 12,64 S53'59'24'"W / ~ ~ ~ _ \t ~ ''tr.., / i / ~ ~ ~ ,rte ~ St' )g. ' 1, L46 ; ` DEVELOPER; OWN R.
~ ~2~ 26.27 N53'G3'11"W / ~.H9 „t / / a9 ~ Ss `y~~~~~: . I L25. 28.13 N88 59'43"W / / _ ~ z ' , ~ • L47 E
; j/ ~ i ~ LLbI 11,04 N76'S749`W ,i y'^ i S6 ~ ~ e~ NEw6' ~ i ~ e '9 SECONDARY ENTRANCE MONUMENT • • ~ PARKER & ORLEANS 1-.)MEBUILDERS, 1NC. PARKER & ORLEANS HOMEBUILDERS, INC.
L27 20.81 577 15'52"W / / 91 ~ ~ ,M1~ b i' ~ + 2s i ~ 27 \ ` , SEE EETS LS-1 TO LS-4 FOR - ~ 211 JAMES JACKSON A:VE. 211 JAMES JACKSON AVE,
L28~ 47.02. S83'54'09°'N / tp'`~ \ ti ' i ! I'~ ~ ' . SECONDARY ENTRANCE MONUMENT / 0 / ~ to,~to sc ~ u,n3 s>: ~ a . D ED INFORMATION ~ CARY" NORTH CAROLII::;~~, 27513 CARY NORTH CAROLINA 7 3 2 51
L29 73.47 "W / /r, ~ / 0 / ~ ~ ~ ` i Q ~ ~ I s7D'z2 s4 SEE SHEETS LS-1 TO LS-4 FOR / ~ . Qua; ' ~ SR. y~ ~ ~ 28 ~ ~ 6' aS. , - ~ P~ TEL, (919) 380-722. FAX, [phone] EL. [phone] FAX, [phone]
L30 25.52 '11' D°W / ..f i '`w ~ ' ~ GP ~ / i ' ^ toa5r sF 1. i ~ a. 7.x7 SF ~ sS. 4 558 1 INF RMATION / ~ / is + ~ DETAILED 0 / l~ y9 ; s _ ~ L _ I Q ~ ' ~ ~ 97.19 T` "W 9~ E / fa ~.1w. ~ . ~ - ~ r~' 29 r ~ ~ Q i , ~ ATTN: BRITT SPI JEY TTN: BRITT SPIVEY
1--- N4,52 ~9 / ~ U 3. ,1r. 12.121 ; ~\a 5~ O ~ L 59.2 N49'28'39"W 0 ~ h i ~ i v i aau se i ~ I ~ - z, / y / < 9,578 SF i •'i c,, ; i i 2 ,g~' ~ ( ,C~! 30 ~ ~ \ \ ` ~ ~ i \ ~ o ~...1 ;4 .
3` 20•.,3 N7~ 18'59"W / ~s 6a/ ~j ' .L i ~ i &910 ~ ~ ...'S f ~ ,~J . ~.--i :d i ^ Z , / i 3J' / ~f r. ` ~ ~ ~ .4.708 SF ~ R.~A0.00 ~ ~ , . ~ uONTaCT/CONSULTAr _ I
_ .;.501 N56'S7'23'`v1', / ~,r / . \6 f''~ ( 20 rf ~ r 3ad.c~ i vjF tr ttsie9 :F ,4-i / to ~~p i ~ 3' . row-ea
- ~ 8: NJ5 VG LG Js / / 95 / TY \ ~~i.t84 SF ~ ! \\6~ ~ ~ ~ ~,i ~ i ~ 1 d . 26'51 ~ L36' 37.24 N5T29'31"W / ~ / + i ~ S i i ~ t e • zs~•4 WITHERS & RAVENEL., INC. TOWN F RY ~ ~ 0 CA
1~ X37 77.01 N49'S9 31 1'J ~ .v~~ ~ 6'` o. b7 ts+~ i i 23 ~tw, tat. ~ CN 13211 SF / M ~Q I n a . ps2a / 13241 ~ 111 MACKENAN DRPJE 3 ' \ \ ~ . ~ 7 PROJECT # 05-SB-014
1 n ~ G G, i 4' ~ I~ ~ ii 1 ~ \ 1Se'- ~ 'P i ~ 1 ~ r. ~ j' L1., i.,.~ N71'2.. 01 "W / .r' y S / ~ _ .u tooa sF ~ , i---_ _ - /J' t ;r ~ o, o CARY, NORTH CAR4LI 2 511 _ - APPROVED 12/12/05
i { L.,9 39.~~ 7 '5' 14"w G ~ ~ E +5 / „ I' ' ~ L - to reo ~ ~ i ~ 5 2~ , \ TEL. [phone].,40 FAX. [phone]
~i t.G' 45.64 53T25'iG"W / ~ Q / i II. i s t ~ ~'rm.taA2.~ ~ i ~ i ; ) ~''f ~ h h i 8.189 St' „ / i ~ r L411 26.96 N$4' 17 23 W ~ ,~j / 7 i ~ w i ` i ~ i . ' ~ ~i 9,8D6 sa ~ , ~ 7 ~ ` ATTN: ERIC W. SIMPSON, PE ~ s < ~
_ ~r _ / ~ r ~ ~ ~ i ItylW ; i 21 ~ R lp~9 ~ 1...~ C R11tf 8,273 . N a, ~ L'•2 25.94 N46'15 22 W / / ~ / c i ; ; ! ~ I i i a,++a s ) N r. ~ ` ~ ~ ~ 9~ 5 ~ \ ~ ~ - -
/ ~ / ~ ~ 7 i ~l 10.832 Sf 7' ~ I... n ' / i ~ ~ ~'S / ~ 9.10 SF : I h O p ~ n s a 3$.. ~ 23A1 ~ ~R9" L43 81.6G / t? ~ ' ~ / ' r ti o. + x y•~ ~ ! ~ 43 L ~'tr S01'44 51 W ~ i i h ; ~ ~ n~ : a , ~ .R9 ti. f ~ \w ^ WAKE COUNTY PIN NUMBER 0724.01 38 4220 (PORTION
j '~44 59.43 S80'10'57"W ~ a ,I l i ~ + L, , / i / ~ I 7 s ~ h \s9~ 0725.03-41-2042 (PORTION)
2 .74 ~ ~v'' 3 ( t - ~ 2 562'34'04 W f / 1 , ~ ~>j i V 22 i 9,356 SF• Q~ tv d ,9TE^ GLE 9/ ~ ~ ~ \ ~ NOTE;
La 6 17.12 N56'20 ~ 1 "W 7,f / ; ~ s 9,014 5f ~ ~ > 7,ai r - r ~ a T ~ i \ o ` i tosot st'a'y r ' ~ ' ~5~, ~cr . 9,345 SF ~ ~ L~'7 22.69 NG755'G8"E ,,,,'9 ' ~ y.~~~, ~ ~ ~ s l_~'' ~ ~ \~s, \A'~~• THIS PROJECT MEETS THE TOWN OF GARY RESERVOIR
L48 19.34 N29'25'46'7N / ~ r ~ Rg' a' r7a~_~_ roj a. + ' Y i ; i` X ~ ~<u ,,~s~ ~ s ` ~ asx sr ` ~ 9 ~ ~ , ~F''•, s ~ ~ i i r ~ ` asp ~ ; ,0 ; ~ ; \ ~ s WATERSHED PROTECTION ORDINANCE JORDAN LAKE
' r; x ~ ~ s, i ~ ~ 7~ ~ _4. ~S,v5 N05'Z3'S7"W y't ~ : / 'tt,a3t sF ~ ~ } ' i to 7a sF ' Cs 5t ~ ( /5 ~ i , , + i \2 ~.9 WATERSHED) AS A H.S'H DENSITY USE WITH THE
i^-__--- ; , ~P gyp, . ; .c~ ,r < s ~ I r la ~ c a , ~ e. 3oe a ~R. leaoo ~ = 0 14.24 N 15' 45'01 "W (p~~ • ; ~ ~ : , . ~ ` , aa. 7.781 srDRJ' ~ ' ~ N ` too32 s~r`,'„3_on' . ~ L 7os7 i- ~ ~ I „ ~ ~ s ' ' 1, ~ ~ a ~ t7aoo to.7o2 sF ~ , e ~ i , ~a< r ~ e . te7 4a ; . e~ ~ ~ tid ~ + ~ 59 Zt i rig ! \ +~i• ~ \ PROJECT IMPERVIOUS PERCENTAGE f46,O~, d' X553 X513 ~ I ~ 12 sF rte ~ r. \~y. ~
_~1,_-48.9 N40'08`23W ~i / jo ,\,S, ;n/~' ~~s73sv ~ ~,,~to7.7e ,e't ' NT ~ ' . ~ ~ s S _ AS~ ~ ; 6' ~ _ 77 p ; ; SrrE/IK4W . r.~ ..r3$` a` / L` S GF' ~ I i ' ; ' % \ ~ ` ' CONSTRUCTED WETLANDS MEET WAT R rP^" ' - - P~ ~ ~ i ~ E SHED . ,
_ ~-'L~?) 13.651 575'04'53"w ~ / ~ ; at IVe~ ~ r~,_ ~ sn~ ~ _ ~ i j"p01 `4 ,OI a - - - - _ m i i i \ `ti REQUIREMENTS. ' . o `5a ; rasa sc a ii \ ~ ; 't~
I- L53 26.50 N35'03`42"vd i ~ ~ AC S. ~ p n ~ A ~ , I'?f 7,900 :F i r " ; 0. `.i .ti ( / \ 10.807 SF ~ ~ , L~4i x8.22 N82'29 05 W ~ , ~ ~ ; PQI , ORi t2 ~ 9,3~ , i ~ ~ i~ i 2 , 4 : ~,7~ u > i r i i 0~ d` \
F~ 3 . 3 4'` d' \ ~ ' s, n/, DOVE ,..,'ALC. ~ ' ? + f ' to.7et sr r.
~ -r ~ P ~y;' ~ ~A CESS °x'9 ~ ( POINT ~ n. ~ > ; ~ 2 ~ ' i ' \ L55~ 17,80 N64 27'50"W ' 1ti &957 sF ~ ~ ~ G _ _ _ t ri A se._-; - - IIUT ~ t t ~ ~ 9,42s sF ~P rsa - _ ~ r,, 5 4 _ 6g g i ~ e ~ ,
L571 17.27: ~ w ° ~ - _ _ N70'29'23"W i 4'P / rv ~ , ~ er ' ' 92J3 sr~ ' 39 ' ie . ~''t - _ _ y i 01 - - - i / - ; _ x \ ~ ' , ~ ~ ESTIMATE 5,700s ft IMPERVIOUS SURFACE PER LOT ~ ~ _ _ _ ~ 390, ~ d' ~i
L~8 36.15_- N41'GO'3.. W ~ / 0 .,-mEa_.. ~ fig, r m-t m ~ 0 ~ ~ 53 ~ h ~0 i i I~-2 ~ V MP- ° ~ a~ J OT ! / 4t 8~. tLt25 Sf i 0 i.._ _t? -._J i ! ! i I I l r-" ' r 1~ 272.76 \ ~ ~ ~ \ ~G \ ~ I tµ :-tazs3 , i; ` \ , / ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500sgft ~±1~(~R
8.93 S81'43'S0"W 4 / ~B 1 11258 sF 4 • a 5' 6 ~ ~ / STR CTED : ~ . 5RE w . 40 ~ ~ ~ > eaae sr / , - ~ - , o~ L60 1 _.o . N81'31'24"W sfl I ~ ~ 9 ~ 0,~ ' i a i r'-~-.- ! 4 7 £'I i ~ 3e 07 ~ ~ ~ i ° • 41~'~ ~ ~ ~ ~ 1> WALKS & DRIVES AND ALLOWS 1 20Os ft FOR ~ 2, I 8 ~ ~ ~ ! , ~i i r q
a--I-- NEE N©5 (1, , $ , _ _ _ -ng _ _ ~ ~ t s. 2 s~ i i 7.e9s 5~ L L611 38.,.91 ~ ~ ~i. i boa ! i i I------j i i' ~ ti~ P i~ I r- cc i i h i i i i SF ~I i 7,es5 ~ ri ; ~I ~ i 7s4 n ~,9 ~s ; - , , . OVERRUNS & ADDITIONS, i t r i 8,292 9F g ; ~ \ ~ • _ • ~ i ,
~ X62 .9-~o N6T54'43"W ~ ~ v 5ti O..~~~ ~~'p ~(y i ! i "i in 7.75z sv i to L J L._ . - a i ~ ~ c ~ ~ 0927 Sf pC~' Iw i N i - -J _ _ J L._ _ _„j i i ' i 8,233 SF .i i! c~c~'/ ' \ ~A`'.' \ '
L631 ? 6.38 568'01 C8' W ~l'' ~ t . i t q a > 57 ~ I 3 1 ~ o ~ ~ y m. ~ ~ SS03 ~ ~ i 1 ~ i.7~ - - - - ! "c' 33' 35 ~ t 79n sr: i ab' z'
L64' 14.96 N45'19'34"W ~ s 3z ~~1 ~G 9 ~ ~ aa3;sF ~ i i 3 b ~ 4 sa / ~ . x i ! I L';S 21.6? ~ Jil r ' ! r t~.~' - i ,,~~toao2sv n~.__~ , r----~ S68'S6 10 W ; a i ! t it ~ 10 . 5&~ - ' r
F~! ~ t 1 I 39' ~ ~ ~ - + n fn ,~F :t\ r', iv r~-"--_ ~ i I i i i 56'35 02 .t~ ~ - ~ ti n N ~ ~ ~ i
M' .3 ~ ~ ~ I , i i i i ~ r i t s.~ sc Q'A ~ i i~ i 0 ~ 1 ~ i "7 ~ 74 7~ ~ f 4 e , i 7 ~ " 55 b + o i Ln , N8~ 1 T47 VJ ~ m~c.n 1 S , ~ t + ~ 3~ ~ ~ ~ ~ ~ j I i i i i aua sF r) i ~ ~I ;i t j I i i 1' ~ ` .i ~r t 583 \ ? ` 1 ~I j ib i 13 d~ j ' ` ~ 5 12 , ~ t2.t89 Se ` °'e,
1 ~ 9,858 sr i i i ! ! f + i 2 ? J 8,187 sr i i i i 7921 Sf i epos sF i' ! e,1r, L681 33.22 N 1 ' 7'51 "W - L172 i . A i ~ n sF x __..I 51 ~ ,~sr ..,mrt-+_ N rJ ~ u O i ti 1 d i 35 t i I a 9.t8psF t+~ 17 g0 D L G RAMP ~ i i i i i i B,OOS sE f i 8,472 9E fil i a,328 sE ° ~ 98 ~ 1T,7t8 SF q ~ 1 ~i ~7 v ,'k5\~?
1 ~ 09, 1 u.31 p ; ' 1 "W a.. r i P ~ ; t t,t3. sa n esa sr ~ I,~ t^ n ~ _ ~ ~ i 1-------* afl2 a 3 / 0 S~ 1` 1 i ~ ~ 1 12,052 Sr t ~ ~ 65 _ - - - - - - ~ L_._ J _ _ ~ , ' 7Gi 1.07 568'11'25"W z3 171 ~ ~ ' i i' r ' i i ~ iiB' i ~ g - i ! ! r~, .i , ~ 1 N ! $~S 4,- --152`' - ~ L._._._ ~ I i 1 7A19 SF ~`t , 7 i n. 1 ,..~,/TAji~r g~.s~ _ \ ~ v~ , .
a . L ~ r~ ~ t ~ , , i ~ . / 2~ ~ 5 ' 72' s3 ~ rv /i I L71, .,.82 N62'14'02"W L177 ° ~ i t i i i i I V 6 ! f 2ND8 a 63' Rtl ~ i I 7.818 SF ~ F' r _ + r~ , \ ? i ~ ~ ~ 96 r 1 0 r ` ' ~e'
~72; i 8.28 N83"26 57"W 1170 Li,SEL: g ~ ~ ~ _ ; i i ~ 1 ~ 2t+ gg~~,.06 9.586 SF i / ~ ~ \ \ ~ \ `C 68 1~ TNV3J1?~ ~ 10,436 SE ! ii 3~
4~ 572'41'44"W n L16 EI ~ 30 3a• i i ~ , CONS C1FD cff~ 9 = ~ 67 _ _ • - 67 p e e • T15M' ~ _H~JG ~,>p~ts1.4 ' ~ i~ ' Sgt ~ i a
L74 19.171 ~ `.r ~ A s-_ 44 `.tip V1' 6'S ~ 'n IO,StBSF 's N56'32'.54'VJ r y U66 ~ ~ ~ ~ t 4 ~ , r _ ~ . ? 18+1p ' S \ .
!.75i _ 5.421 554'24'09"W da~~~~ ~ti 1 i `TO,C. GR ~ 35' ` ~vh P~ i ` i i ~ rj2, ry____~ r____ a ~75o,w U~~~ 1 i,36~ N85'02'4G bV ~ ~ ~ L195 ~ ~ WAY ~ - ~ ~ ~ P / w i ~ i i i ~ m i i i i ° 1 ! ~ i1,0859F ice', ~ ~ 4=.1346'£42" _•~S" _ _ r r' 193 T~ , , / • 9'58,14,
EGG ar ~y'L~ ~ ~ ,S .a _ ~ 1J , ~GJ 60 J i 51 a i 2 ! ! ~ ~ ~ i i i q ` L771 I N2T44'25 JJ ~ 1 ~-+7aca-- .t~'~ Q w ~ ~,I i ! ~ i i , , . 4 ~ ~ r'~ i
~ - . 1 L ~ ~ r.. ~ ~ ~ C ~ ~ ~ 63 i i i i n ~ ~ E G tt 134 sv i sc ~ ~s ~ ~ 65 Ri ? 1 `"i 'z ~ ~ ~ ' - ~ V r 1" i 8.2965E ~~MI ~ ~ I ~ ~ 86 i 67 ~7,,, S8G ,~0 45"w t ~ ~ t .lac+-. ~ R r i i ~ 9. sv r.l i yl ~ - - ~ ~-~tpr~ •aa~ ~ P i ~ i 9,o7t SF i. i 9.118 s~ i'I i "tl i S 66 ' _ ~I of ~ I t 1 f 8', j Jr~ i ~ff:, I
791' ' 21~ 537".8'44"W 1 ~ ~`~l ti.-sa~-z- ate' ~ ~ i i ~ i i i ~ i i 9,0~o5v ~ aR3f 9,018 SF ~ 1 8,83f SF 9.726 SP OI I 66 1 t _ _ '^'fiyr~ 10 _ i V ~'x.~
Lgul 1~-.10 S74'46'S1"4v TYPICAL REAR YARD LANDSCAPE PLAN ~ ` - , a `4°~ ae~`' ~ ~ ;Y._-" ~ ! i FUTURE REENW ' ~ i ~~`1'~/ p~ lab' 5' `i ~ ~ i i i It<r7~ ~ b ~ t i ~~1 -,-20790 ~ p i ~ , 1` .;,v i , i r ~ Lv~ i 70 7t ~ i ; i / ~N •'i 6 lp~kJ, l 2~ t `
_81; 13.20; S4G'S1'37"w far Lots Rocking Up To Eoch Other + ~ ~ 52' ss• v , ~ i_C.giVhfi TtQR_$Y ~ L_ _ ~ ~ _ - - - - ; ~ ~ , Wr`thout Ade uate Existin Ve etation '~l'''t'~~ 1 ~ . 9 ~ _ ~ ~ 3' ~ - ~ ' 63' bg' OT ERS p:; ~8" _ .~9, S81'43'09"W 9 9 9 .~;~"''~Q tr> ? . 30 6~ e3' a sa~ - - - LG fORDI~ ~RAl14GN56 $.854 ~~yI i i'I I d i 'f'~ ^ 22•.007 SF ~ ~ n ~ \ ~ 6 T 17,938 Sf Z i ~ ~.r F..' ~ l.t: \
~ 25.94 ' 6'1 "w PLANT MATERIAL SHALL CONFORM TO :.r-r'02--' , ~ ~ --"~•3, 5460 2 ~ -"e~ ~ ~ , EASEMENT ~ , 63' < 60' 7p' PER iLINE i i i i 6386 SF r 74 ; ~ ! '5z ` L- P0~7.5~0, ' ~ s_ i i i i r ~ , ~ . tai
1.844 31.73 N66'33'40"lN TOWN OF CARY APPEARANCE MANUAL. _-r~\ `.rte ~ ` W • NflS~36` `t~,~ 1 x J J _ _ _J ~ r 9253 i ? ~ 1 ~ _ .D '
~ L~5 i LU. i N05'07'44"W ~a¢--, t n ~,,r'd~r~ ~ ~ ~ ~ ~ ~ ~ ~ - ` i 9.240 ff \
LB~ 14.8 N53'08'11"UJ e` w t . r. t '~'Q'~- M ~ ` ~ g --•3O1E~ ,Q v\ ~..-m'~'S---maa.. ~;j i ~y~ ji , 1~,,, i2+9o ¢ ~ 'y`~V APPIl4,JYC~
..471 44.2 S22'47'G1"E ~ ~ ` ` ~ • 88i ~1.44~ 525'29'20"E 4 l~ t ` v ~ a~. ~ \ TQWN OF GARY
, ~ S, i ~ 8.870 9E , ; ~ ~ ~ i
- ~u9''i ~ 1.25 i S2818'36"'E ~ ~ ~ ~ . _ _ ~~-~~~~~-,ac 5.50'1017".. ~ '
2 08,.6E 25 ~ Y~'ef: ~ ~ ; ~ ~ ~ ^ ~l S ~ F' ~ d1 lY 54' 9,aes s~ ~i a~; , \ f , ~ < ~ 5y
51.21 834.59'16°E REQUIRED SCREENING ~L~ _r.~' r,~•;~.__, ~ ~ ~ ~~r ~ ~ , \ Approved by Date ' . ~.ae 4 r
L93 5L13 536' 1'3 - 5 ? E SHADE TREE ALL RIP RAP PADS, DETENTION PONDS AND „ a4. - 51.?2i S39'17'29"E R R T I HA - ~'~e - ? ~ ~ r ~S ~ \ ~ ~ ~ti Planning Date
^y;- , .,y - sHRUe OTHER STORMWATE ELA EO DEVCES S LL L~.. ~ 6. , , 541' 14'43"E ~ ` - t ~ ~ ~ , ~ r Engine ,ring Date ~ 1M ~1 of cv ~~p m J~ r. ~ ~ <o ~ ~ i ~ ~ ~ i0L r i~t
r--- ~ ~F a7 BE SCREENED WITH EVERGREEN PLANTINGS _ _ I .53._ S41 14 43 E 9: ~ ~ ~ . ~ i 4 - , v 100 0 100 200
~Q ~dn ~ T~rRIrAI R1= aR YaRn n~rQU SUCH AS WAX MYRTLES TO REDUCE VISUAL
IMPACTS FROM LOTS, L98! 50.47 S43'20'27"E NTS 05- 537
%.991 50.30 S44'03 43"E SCALE, 1 = 100
NO.i _ Designer Scale Revision Date B 1 Sheet No.
A 70C SECOND SUBMITTAL 7/25/0 BDC W&R 1100' 1 r. WITHERS R"ENEL
Bum TOC THIRD MI'I-TAL 11/18/05 Drawn6 Date WELDON RIDGE 5U8 _ BDC Y V P b SITE PLAN
MYLAR APPROVAL 1/09 06 EWS GAS 5/23/05 PAR - - EL SF-5 REVISIONS 1/27/07 BDC Checked By Job No. ENGINEERS I PLANNERS I SURVEYORS
PHASING i 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
JAB 203072.16

- TON~N OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NOTES SUMMARY TOC 05-SB-014
A. SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN p SF5 F-5 1 SF-5 2 Total
CAPE R APPROVED AS A PART OF THIS DEVELOPMENT PLAN. IF RASE S / / REVIEWED 0 YOU ARE REQUIRED TO SUBMIT A UNIFORt+~ SIGN PLAN, YOU MUST FOREST OAKS PDD - SF-5
MINIMUM LOT LANDS i SUBMIT AND OBTAIN AP PROVAL OF A UNIFORM SIGN PLAN PRIOR TO ZONING
TO THE BE RETAINED 1, EXISTING VEGETATION WILL THE RELEASE OF PLATS fOR THE RECORDING OF LOTS (IF 20,77 20,87 41,55 APPLICABLE). PLATS TO RECORD LOTS CANNOT BE APPROVED UNTIL GROSS ACREAGE
T POSSIBLE, MAXIMUM EXTEN THE UNIFORM SIGN PLAN HAS BEEN APPROVED. OPEN SPACE/ RECREATION
~ 2, AFTER DWELLING CONSTRUCTION, EACH LOT SHALL B. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS ACREAGE
HAVE TE FOLLOWING REQUIRED PLANTING. REQUIRED, (I.E. BUFFER TYPE A, B, C, AND 100 THOROUGHFARE
I CORRIDOR BUFFER THE CARY SITE INSPECTOR RESERVES THE RIGHT R W ACREAGE 3,94 2,46 6,40 ) / TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE
in the front ord one in the reor yard) a) 2 LARGE TREES (one y SHOWN ON THE PLANTING PLAN BAScO ON ACTUAL FIELD CONDITIONS, NET ACREAGE 16.83 18.41 35,24
MATURE SIZE = 40 -60 H C. ALL TREE PROTECTION FENCING SHALL BE MAINTANED UNTIL ALL SITE PROPOSED NUMBER OF LOTS 69 44 113
PLANTED SIZE = 2" GAL. & 8' H WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO
b 2 SMALL TREES (one in the front yard, one in the reasr yard) ) THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY PROPOSED DENSITY (DU/ NET 3.0 2.3 2.7 (c0). ACRE)
MATURE SIZE = 15 -40 H PLANTED SIZE = 2" CAL. & 8' H
D. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES MAXIMUM DENSITY DU NET 3,0 3.0 3.0 IATED WITH ON -SITE ELECTRIC, CABLE, TELEPHONE, GAS OR ( / ASSOC
c} 4 LARGE SHRUBS (near foundation) MATURE SIZE = 5 -8' H OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR YARD ACRE)
PLANTED SIZE = 30" H AREA OF THE SITE AND SCREENED, TO THE EXTENT POSSIBLE, WITH EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF MIN LOT SIZE ALLOW 7,700 7,700
A 5' CLEARANCE AROUND THE STRUCTURE TO AI.LO W FOR ACCESS.
d) 8 SMALL SHRUBS (near foundotion) ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR MIN LOT SIZE PROPOSED 7,546 7,764 LOCK, THE PLANTINGS SHALL ALLOW FORA 10 CLEARANCE. THE
MATURE SIZE = 2'-4' H PLANTED SIZE = 20 H AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT AVERAGE LOT SIZE 9,231 9,950 9,516
MATERIAL AT MATURITY. STREETS LF 3,149 1,952 5,101
~ 3. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED E. NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR
R YARDS BACK UP TO ONE AND OR PROVIDED WHERE REA / fi; R R YARDS OR STREET, I ANOTHER OR ARE VISIBLE FROM THE EA WITHIN 5' of A SIDEWALK. WATERLINE LF 3,068 2,101 5,169
r THIS EXISTING AND/OR INSTALLED LANDSCAPE SHALL MEET OR F. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE SEWER LF 2,860 2,268 5,128
i J(, EXCEED THE PLANTING CRITERIA FOR TYPE B SEMI-OPAQUE BUFFER. WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO 12 320 31 640 THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY SEWER FLOW 19,320 , ,
IMUM iir 4, N4 LESS THAN 50 PERCENT OF THE MIN (co). DENUDED ACRES 43.6 AC
LANDSCAPING SHALL BE VISIBLE FROM THE FRONT i~ ,'r' G. NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED - 181 210
OF THE LOT, AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSCAPE. IMPERVIOUS SURFACE AREA 111,556 69,652 ,
PRIOR TO ISSUANCE 5, ALL PLANTS SHALL BE INSTALLED r~ NEITHER INDIVIDUAL LOT OWNERS NOR THE HOMEOWNERS INFRASTRUCTURE SF) IN A PIECEMEAL FASHION. PRIOR ( ASSOCIATION SHALL INSTALL FENCES
OF A CO FOR EACH LOT, ~ /f~ TO PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE AVERAGE ALLOWACLE 5,700 5,700 SHALL BE SUBMITTED TO AND APPROVED BY THE TOWN OF CARP.
r IMPERVIOUS AREA PER LOT
LINE TABLE H, DECORATIUE FENCING, PRIVACY FENCING AND ENTRANCE WALLS (SF) 0 PROPOSED TO BE LOCATED WITHIN BUFFERS AND ALONG STREET
LINE LENGTH BEARING l~ RIGHT-OF--WAYS MUST BE APPROVED. PLEASE SHOW ALL SUCH ESTIMATED IMPERVIOUS 393,300 250,800 644,100
L1 19.71 N74°14'20"W \ ~ ' ' L2 45.36 S68'44'10"W s ~ \ LOCATIONS ON THE PLAN INCLUDING AN ELEVATION VIEW OF THE SURFACE LOT AREA ~ FENCE INDICATING FENCE HEIGHT, MATERIALS AND COLORS.
/ \ ~ l;~ ~ h l3 43.64 N87°00'47"W h P LANDSCAPING ASSOCIATED WITH THE FENCE R A 504 857 320,452 825,310 PRO osEO IMPERVIOUS SURFACE A E
L4 21.20 N56'07 34 W S / ~ ~ ' INSTALLATION, AS REQUIRED BY THE ZONING ORDINANCE, MUST ALSO ' / ~ , BE SHOWN ON THE ENTRANCE FEATURE PLAN. SETBACKS
L5 5.93 S59°25'04"W / SS / - ' - J / i ~
L6 36.77 S43'09'51"W / , _ ° I, THE TOWN OF CARY SHALL NOT ALLOW RECORDATION OF LOTS _ CTOR 20' R INTERCEPTOR PUMP STATION IS FRONT YARD COLLE 20 UNTIL THE NORTH SEWE ROAD
18.21 '27"W I, U N52'53 / - ° ~ , 8.66 1 51 W - ~ ~ _ L8 S68 3 ~ ~ ~ ~ ~ - 4~ ~ OPERATIONAL
- r, ~ -ti ~ \ L9 23.49 N38 02 01 W W TH 65' ~ MINIMUM AVERAGE ID 65
0 L10 21,81 N28°36 57 E i ~ ~ ~ ~ ~ 3C2 . ~ ~ ~ ' 0 / X60 ` ~ ~ ~ ~ , ~ SIDE YARD (MINIMUM} 7 7
L11 29.39 N51'45'53"W ~ ~ ~ ~ ~ ~ ° _ - ~ V -
y, L12 16.06 S70'09'49"W `I _ - `t"b - ~ - - ` ~ ~ SIDE YARD AGGREGATE 15 15 _ _ ,
L13 6.92 N29'04'35"W ; A - ° 411 ~ / i r , ~ ~ / - L14 19,95 N00°12 2 E - ~ ~ ' ~ ~ R YARD 20' ~ ~ , , L~4 REA 20 3g0` ` "d\ ,
/ - ~ - L15 20.58 N46°17'24"W y ~ ' ' - - y ~ ~ ' .F~~ CORNER SIDE YARD (FROM 15 A
- ~ , L16 20.60 S55'S8'04"W ' _ ~ , ~ Sao R W
L17 12,93 N79°37'39 W - ~ / ~ ~ , a / ~ ~ ` ~ Las BUFFER SETBACK 10' 10
L18 9.24 N18'13'21"W ~ ~ ~a7
L19 4'.,18 S65'01'50"W _ ~ ° ` ~ _ - ~ i L20 30.11 S38'10 56 W ~ ~ ~ S ~
~ / ~ - L21 33,92 N52'34' 13"W ~ / - - ~ _ ~ ~ - / - - - _ ~ <<:. `
~ ; , y r , g' L22 20.68 S78'24'30 W 1`~ DEVELOPER; OWNER; S7 ~ ~ ~
_ } - L23 12.64 S53'59'24"W ~ ~ ~ _ I ~ ~
L24 20.27 N53°03 11 W PARKER & ORLEANS H(~MEBUILDERS, INC. PARKER & ORLEANS HOMEBUILDERS, INC. ,~S
L25 28.13 N88'59'43"W ~ o _ ~ 6 - , 11.04 N7 °57'49"W / ~ ~ i ~ ~ ~ L26 6 Y8 ~ ~ ~ . NAVE, 211 JAMES JACKSON AVE. ~ ~ ~ ~ °v , ; 211 JAMES JACKSO
, / L27 20.81 S7T15 52 ~J / i' 3 2, - ~ - - - - , _ - °A ~ ° ~ ~ ARY NORTH CAROLINA, 27513 CARY, NORTH CAROLINA, 27513 _ _ - a.e C ,
_ L28 47.02 S83'S4 09 W / ~ ~ ~ - / - - ~ L29 73.47 S70'22'54"W / ~ - / ~ ~ ~ cy _ _ _ ~ ~ , - 1 380-7223 FAX, 919 380-7225 ' \ ~ TEL [phone] FAX, [phone] EL. (9 9) ( ) ~ ( )
~ ATTN: BRIT1~ SPIVEY TTN: BRITT SPIVEY _ t
L30 25 S58 \ , - , - ~ ~ ~ ..52 °11'10'1N / r ~ ' - - 0.i eoeu - L31 17.19 N43'27'59"W / ~ i ~ - ~ - ~ ~
/ ~ ~ ~ ~ 5 _ li 59.02 '39"W 23 L32 N49'28 / ~ ~ . , s o - + ~i~ ~y ~ ~ - ~ CONTACT/CONSULTANT: ~
r, 4 i L33 20.33 N73'18'S9"W / ' ~ i e - ~ ~ / ~r ~ / ~ ~ oar. 4 ~ ~ ~ ~ ~ oNhoi WITH R &
. / r,, S` L34 13.50 N56'5T23"W / tr ° _ RAVENEL INC, ~ , s ,A ~ E S ~ TOWN OF CARY
L35 34.18 N35'00'20"W / ~ / - ~ / ~ / ~e~ ~ ~s'•. 111 MACKENAN DRIVE _ PROJECT # 05-SB 014 . ~ \ ; ~ , , CARY, NORTH CAROLINA, 27511 APPROVED 12 12 05
L36 37.24 N5T29 31 W / ~ 1 zt L37 77.01 N49°59'31"W / r / - - - , ~
~ L38 15,51 N71'23'01 "W / ' 4, Y = ~ ~p0 ~ . i / r~ ti f~ 1 ' ~ TEL. [phone] FAX. [phone] IMPSON PE w ~ ATTN: ERIC W. ,
~ u, ~ ~ , ~ L39 39.55 S72°35' 14' W , ~ i- / i o. _ ~ , ~ o
L40 45.04 S37°25'10"W ~ ~,''r,'` w - / W ~ ~ ~ ~ ' , _ _ ~s~u , - ~ ~ F,~ WAKE COUNTY PIN NUMBER 0724,01-38-4220 (PORTION
L41 26.96 N8417'23"W / ~ ~ ~ / r , i ~ ~ , ` _ _ _ _ - .p.., - ~ ~ 0725.03-41-2042 PORTION
L42 25.94 N46°15'22"W ~ ~ ~ ~ ~ - - _ ~a ~ ~ - ~ ~ _ a L43 81.60 S01'44'51"W ~ ~ ~ ~ - 9t- " ~ r. / _ ,
4 ' - - ~'v ~ ° ~ ,g , L44 59,43 S801057 W ~ ~ - ~ ~ 33 t+ _ _ ~ ~ 5t , o~E ~ NOTE
L45 22.74 S62'34'04"W ~P ~ ' - < / ~ F ARY RESERVOIR n" _ _ _DRN ' THIS PROJECT MEETS THE TOWN 0 C _ _ ,
i ° AC L46 17. ~ 2 N56'20'21 "W / ' ~ , _ , ~W E w ° ~ CCE _ ~ _ ~ eB, ~ ~ WATERSHED PROTECTION ORDINANCE JORDAN LAKE m ~ - - NT .
L47 22.09 N0T55'08"E / - air / ~ y 4 fi3 i ~ - ~ ~ WATERSHED AS A ICI H_ DENSITY USE WITH THE
L48 19.34 N29'25'46"W / - ~ - / ' ~ ~E ~ 2 y ~ S ' L49 2505 N05°23'57"W ~ , ? - ~Q PO 2 i0 ' - PROJECT IMPERVIOUS PERCENTAGE f46,0%~ 0 1 .9 - ~ ~ ~ `
- _ A~ d4 1Y ~ ~ ~ ~ t' RNE S f . 14,24 1 '45'01"W N5 L50 CONSTRUCTED WETLANDS MEET WATERSHED ,
~ 2 OItyT x 42 L51 48.39 N40°08'23"W ~ ~ T t t ~A ~ - REQUIREMENTS. _ s - , 05 ~ - _ - - - ~ , _ C/~ \ 0
L52 13.65 S75'04'S3"W ~ v / ~ ¢9
~~0, ~ w 93 L53 26.50 N35°03'42°W ' ~ r 3a 3 ' 9C 07 v ~ ~ - - ~ ,
L54 38.22 N82'29'05 W 1 arm 2 ~ / ~ r / ITE / ~ ~ ~ L55 3203 S50°46 OS"W ~ ~ ~ ~ 5 oe ~ ~ ;
ar L56 17.80 N64°27'50"W p ~ ~ - ,n _ - 36 l ESTIMATE 5 700s ft IMPERVIOUS SURFACE PER LOT g ou na _ ,a ~ q ~ _
- ~ 40 C ~ _ L57 17.27 N70'29'23"W - u - - ~ 54 _ _ ~ ~ ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500sgft FOR - ~ . ~ WALKS & DRIVES AND ALLOWS 1,200sgft FOR
L58 36.15 N41°00'39"W cr ~ a No 57 _ - ~ \ _ , - ' . ~ \ OVERRUNS & ADDITIONS,
~ 38 L59 28.93 S81'43'50"W . o ,5~ ~?x ~ (y ~ 0
L60 12.64 N81°31'24"W ! ~ ~ ~ ~ ~ - fl•F i I i 1 38.99 N01 30 30 E 1 - ~ _6 59 2 _ _ - U ~ _ , 2159 2 Q3 acr \
' L62 19.56 N67°54 43 W - A ~ 1 ' . \ _ ~3 37 1 ~ \ 55 ~ 02 Ol OQ , - , ~ 55' 0.3 Aare ~ A, I 95 ~ , A~ tp ~ 2156 - - ,
L63 16.38 S68'01'O8'W \ 1 - I r ~ ~ 34 ~ x z z _ 5 IP ~ °"~1~' ~ ~
L64 14.96 N45°19'34°W 9: Y ~Sr_ ~2, ~ z \ _ + ` D ~G RAMP _ i~ _ ~ ~ ~ ~ , ° ~ 253 ~ f 3 5 ~ ~ 0.T / - -
L65 21.61 S68°56'10"W ~ - I Z ~ ~
L66 20.62 N56'35'02"W ~ ~ X171 a~ 41.x" 0 L67 44.79 N83°17'47"W ° ,M L17 6 ~ ~ ~zf~ _ ~ .eft ; 2" ~2 - ro.a arxn ~ S~ , , ~ ~ ~ , _ ~
: _ U 70 ,+1166. ~ s'1~ 5D ' - ~ i 29 L68 33.22 N15'17'51"W _ - - _ ~ f ,UAL H C. RAMP at l ~ T E 800 _ . a - - -
_ _ L68 10.37 N82°18'13'W _ - ~ ~ 3155 - ~1 ~ ~ ~ - - _ - - _ ~ ~ L ~ I ~ S v 3155 - _ - Cis 80 ~ ~ ~
L70t- 7,07 S68°11'25"W "ib~`, .r _ c , u - ~ ~ t 2' I - _ , o X20 0:1 o"/12T~, 3~ m - \ A.7 ones ' 1 • ~
L71i 9,82 N62°14'02"W ~ ~''"'z-- ~ ~ a•~.~ ~ ~ ~ Sao I ,4 _ - .';1 h 6 60 ~ 1 L Y ~ , - _ tl 3 4 ~ 5 6 _ 7 8
L72 18.28 N83°26'57"W .-DOE- ~ v ~ _ ~ L~-~ ~ ~ Lt95 i~ ~a" s . ~ - l L73 14.80 S72'41'44°W .rte" ` ~ ~_1 L+ v~ ~ pg~ _ < l~ I~ j ~ I Q~, - ~ ~
~ _ , - - „ ~ - ~ .z~-- zap ~ ~ ~ - L74 18.17 N56°32 34 W ~ ~~~./M~ ~ , L _ _ ~ ' ~ ~ _ _
~ ~ ~ a ~ L75 5.42 S54'24'09'W ~ ~ ~ ~ ~ - ' ~ o _ ' ~ - ~ _ ° lit ` ~ ~ ~ ~ ~ ~ ~ ~ ~ Boa ~ IF 2i 1 ~ : ~ 71. 72
~ + ~ ~ ' L76 11.36 N85 02 40 W ~ ~ ~ ~ _ i ~ d ~ ~~6-rya.- /~c `t~ _ a ~ t _ I I~ I ~ C ~ ~ ~ 1 7a s ~ - ~ - - i ~ or
J7 13.44 N27 44 25 W _ _ ,~yn t_ - x ~ y ~ - - - ~ ~ _ _ - i yam- ~
L78 1 1.21 S80 30 45 W t - _ T 17.21 '1 '44"W ~ ~ 536. ~ 'v r~ L79 S37 8 z --Y~`~ ~or~~` a .WET ND~ ~ l ~ _ , , ,
TYPICAL REAR YARD LANDSCAPE PLAN r - ~ L80 14.10 S74°4fi'51'W ~ - ; - ~ ~ r~ ~ ~ _ For Lots Backin U To Each Other ~'"z--~ ~ ` ~ 'I' I ~ " " ~ - ~ - " ~ ~
L81 18.20 S40'S1'37"W g I? Without Adequate Existing Vegetation ~,N ~ , ~bk ~ ` `'`R• ~ -i • = ~.z" 8 ,
L82 7.39 581'43 09'W ~ r~;~~ I ~ ~ cat, ~ ~ ~ M~
' 25.94 46°06'12"W PLANT MATERIAL SHALL CO 0 ~ L83 S TOWN OF CARP APPEARANCE MANUAL ~ ~ ~ ~ -ta"'' ~ 4 31.73 N66'33'40"W x ~ ' ° o ~ ~ L8 ' ~ . N. - _ .
' ~j , rv - ' _ _ L85 20.15 N05°07'44"W .y ~ ; . it ' ~ ~ _ 71 ~ ~ _ - -
L86 14.82 N53'O8'11"W - - ~ ~ ~ ~ ~o ~ . ~ ~ ® T OF CARY t
L87 44.25 S22 47 01 E ~ r l,-. - ~ ~ F r-_ ~ 1. - V' ~ l ~ ~ ~ - ~ Y ~ ~ T # 05-SB-014 - - ~
L88 51.44 S25°29'20°E a • • i - , - r~r-~.
L89 51.25 S28°18'36"E PL lYP) L90 50,95 S30°16'17"E _ ~ _ t _ ~ - ~ Date ed by y \ _ t r _ - ~ to
~ L91 51.25 s32'o8'o6°E REQUIRED SCREENING _ - Da Fla - , . ` 9
L92 51.21 S34°59'16"E • ~ \ _ glneermg Date
ALL RIP RAP PADS, DETENTION PONDS AND L93 51.13 S36°51'32°E SHaoE TREE
~ OTHER STORMWATER RELATED DEVICES SHALL & L94 51,12 S39°17'29"E SHRUB 100 0 100 200
L95 16.74 s41°14'43"E BE SCREENED WITH-EVERGREEN PLANTINGS
L96 33.97 S41' 14'43" E
TYPICAL REAR YARD DETAIL SUCH AS WAX MYK I Lt5 l U KtUU(:t VIZ:)UHL 1 L97 50.58 S42'1 0'25"E IMPACTS FROM LOTS, SCALE; 1 100'
L98 50.47 S43'20'27"E NTS 8
L99 50.30 S44°03'43"E LL Sheet No.
3 Date By Designer Scale No. Revision WITHERS R"ENEL SITE PLAN ENGINEERS I PLANNERS I SURVEYORS I 1A
W&R 1 100'
Drawn By Date WELDON RIDGE a~1
GAS 2/10/06 PARCEL lin 27511 tel:[phone] fax: [phone] www.withersravenel.com 111 MacKenan Drive Cary, North Caro a
Checked By job No. s R -WITH BMP DELINEATIONS -
9 JAB 203072.16
Y

/ ' ~ ; / \ ~ t rJ I ~ ~ -
~ ~ , Z15&j Normal Pool Surface Area 32 630 sf 8,487 SF ' '1 4 4 F ~ S i ~ 4j 1 ~ W W W ~ ~ ~ ti
180 SF ~ ~ ~ ~ , 2 ~ Foreboy Area 15% 4,830 sf . - ~ - - ~ # ~ ~ ~ ~ ~ 3 ~ ,
` + ~ ~ ~ ~ ~ High Marsh 35% 11,500 sf ~ ~ ~ ~ , acrd 8.~
215 +t'+ LL + + ~ + _ Low Marsh 35% 11,500 sf
'C L + L ~ " 2 ~ ~ - LL LL LL~ . „ ~ 7(900 ;SF'
~ LL LLLLL ~ + J ~ Open Water 15% _ 4,800 sf ~ LLLLLLL LLLL' ~ ~ 21 2 V o ~ ~ - y,.
+ +:~e-+: LLLLL LL ~ A V~ i ~ ~ ~ ~ ~ ~ ~ ~
L~~L , ~ ~ ~ ~ ~ ~ ~ ~ ~ Length of View to be screened 415 FT + + ~ ~ ~ ~4LLL + ~ ~ ~ ~ ~ - I-I LOCATION QUA SPECIES ROOT k ~ ~ ~ j ~ ,
_ , + ~ + 59 6 6 , ROOT SPACING , ~ i ~ Q Q ~ ~ /
' ' ' ~ ' - - - - .6 7 ~ ~ HI H MAR H 767 Blue Fla Iris PEAT P + ~ - - - G S /EDGE g _ - + + ~ + / , PEAT POT 2 O.C. G 8,
+ ` 10,516 $F , , ~ 10~ ~ ~ / HIGH MARSH 192 Shore Rush 1 GALLi + ~ ~ ~Pr / - \ G0 l 1 GALLON ~
2 O.C. ~ G - 'LLL ~ ~
~ ~ ~ HIGH MARSH 959 Broadleof Arrowhead PEAT P + + ' + ~ w!4~ / P ~ PEAT POT ~ G . _ ~ . 18 O.C, ~ , ~ ~ " LL
+ + + + + + ~Ih", P /'M " ~ LOW MARSH 1342 Pick rel W P P + , + , + + ~ / ~ / ~ e eed EAT - PEAT POT 18 O.C. ` ~ ~ : ~ ,1
, _ * / ' LOW MARSH 575 ' ~ + + , ~ ~ ~ Lizards Tail QUART C ~ ~ 'ART NT ~ CO Q 2 O.C.
60 ,w , 61 62 I + + ~ / + ~ ~ P 1
+ , , + + ~ EVERGREEN SCREEN 139 Li ustrum 1 GALLI r~ 9 ~ 11,134 SF ~ ~ 8,566SF 8,298 SF 1 GALLON ~ ~ L
~ ° _ ~ , , ~ ~ ~ DIMENSIONS ELEV ELEV ~ ~ w I ,
~ ~ W y~ D .t `
' + ~ NORMAL POOL 32,630 sf 309,0 x~ ~ _ ~ t1L 309,00 - Y / ~ 4 ~ ~ _ \
<< ~ TOP OF DAM WIDTH 314,0 - ~ 10 _ _ _ \ T ~ \ 314,00 f , . ~ c~ ~ ~ f _ 6 - o , ~ ~
~ _ F,, LL - - - ~ ANTI-SEEP COLLAR 48" X 48" 324,0 324.00 ~ ~ ~ ~ 32
E~. ~ ( - ~ ~ _ ~52; ~ . ~ ~ L + ~ ~ i ~ ~ _ _ C- ~ ~
+ ~ FIRST FLUSH ORIFICE 4.00 ~n 309.0 + 'rl + - 309.00 ~ ~ ' 8;894 SF A ate, F , - _ _ AS
TOP OF RISER 312.0 y _ ~ i _ - , ~ + - - _ a. ~ - - - ~ L ~ I ~ 1 312.00 ~ ~ - _ ~ 3 ~ ~
' + _ ~ ~ ~ , 'LLLLL RISER FOOTING DEPTH _ v . _ j ` ' _
11 3~. d- - ~ _ ; - < + LLLLL RISER BOX WIDTH ' ~ ~ ~ ~ ~ ~ 1 ~ _ 1 , _ ~ - _ ~
~i ~ LLLLL S - M - ~ , _ _ ~ / ~ A ~ - _ ec 1 ~ ~
~ _ . - _ RISER BOX LENGTH 5, _ _ _ , / ~ ~ i \ 1~ _ . ~H ~ ~ _ -
(~1 0 - ~ RISER BOTTOM 7 . , . _ ~ , - - , 307.00 - _ r~ _ i
sr ~ ~ ~ w W - - ~ BARREL 48 ~n 56 LI ~ - _
Y_ - - ~ \ y ~ ~ ~ . , ~ , _ - BARREL INV IN 307.0 1 . _ ~ ~ f ;
f _ - 307.00 „ ~ _ - ' ~ , , - _ z o. ~ \ L 171 ` _ ~ ~4n _
BARREL INV OUT PRE- A T H W y ' ~ C S EAD ALL 306.0 ~ ~ 306.00 - _ , ~ , ~ , ~
i o _ ~ f ~ t i ,r L 17 6 ' ~
~ _ C 1 / ~170~ f I
o I -
~1
SCAB - _ III ~ j' I ~ SCALE 1 -50
Normal Pool Surface Area 12,664 sf
EMBANKMENT T
10'-0" Forebay Area 16q 2,000 sf
High Marsh 34~ 4,330 sf
SLOPE _ Low Marsh 34% 4,334 sf
®2.0%
Open Water 16q 2,000 ;f
1'-O.. 3 Len th of View to be screened 680 FT 9
PERMANENT FOREBAY 1~ TOP OF EMBANKMENT PERMANENT POOL NT LOCATION QUA SPECIES ROOT SPACING
6" PRECAST CONCRETE LID _ _ _ _ HIGH MARSH EDGE 289 Blue Fla Iris PEAT POT / 9 2 O.C. 1
W/ MANHOLE COVER ACCESS 3 HIGH MARSH 73 Shore Rush 1 GALLON ' 3 2 0, C.
~ 1~ 3 3 1~ HIGH MARSH 361 Broadleaf Arrowhead PEAT POT 18" O.C.
PERMANENT FOREBAY - LOW MARSH 506 Pickerel Weed PEAT POT " 18 O.C.
WEIR CREST 6" OPEN ALL FOUR SIDES QEIE A A N LOW MARSH 217 Lizard's Tail QUART CONT ' 2 0, C.
ELEVATION: SEE TABLE OPERATING WHEEL NOT TO SCALE EVERGREEN SCREEN 2?7 Ligustrum 1 GALLON , , 3 OC
NOTE; d 6" MIN. DIMENSIONS ELEU
PLACE STEM SUPPORTS 4"x4" TEE
AT 3' FROM BASE ~ X' X X' ID + + „ „ NORIW. POOL 12,664 sf 302.00
PRECAST CONCRETE BJX + HIGH MARSH 9 - 18 INTERMEDIATE ATTENUATION ORIFICE (SEE TABLE) + + - 18" roP of aaM ~orH ' 10 307.00
ELEVATION: SEE TABLE d 4"x4" TEE ANTI-SEEP COLLAR 48"X48" 298.50
P LOW MARSH 0 - 9" ERMANENT POOL 9"
GROUT EACH SIDE ELEVATION: SEE TABLE "FIRST FLUSH" ORIFICE 3.00 in 302,00
ORIFICE OUTLET ,f TOP OF RISER 305,00
„ OPEN WATER SEE CHART FOR SIZE _4 DIP J T SEALED WITH A-LOCK NEOPRENE ~~5F ` RISER FOOTING THICKNESS 1.5 FT
GASKET CAST IN MANHOLE WALL RISER BOX WIDTH 5'
6" NRS GATE VALVE FOREBAY
RISER BOX LENGTH 5'
T MP RARY KIMM R ATTA H '0-RING' GASKETED I-L E 0 S E C 6"x4" EE CLASS III RCP DURING CONSTRUCTION RISER BOTTOM 299.00
DRAW DOWN OUTLET OUTLET PIPE BARREL 30 in 66
PAVED INVERT g" BARREL INV IN 299.00
/ c _ a GROUT BARREL INV OUT PRECAST HEADWALL 298.00
N
° ~ X NRT F TIN a 8 8'CO CEE 00 G
2 500 PSI CONCRETE MIN. ) SCALE 1 "=50'
RI R RAW WN VIC TAI SE L N TS
~'4 REBAR 12"
NOTE: SKIMMERS SHALL BE USED ON PONDS DURING O.C. EACH WAY 1/2" PREFORMED JOINT FILLER, 12" WIDE
EROSION CONTROL PHASE OF PROJECT
4
CONSTRUCTION SEQUENCE
SKIMMER 1. INSTALL EXISTING POND OUTLET PIPE.
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM. BMP DAM.
RISER TOP OF DAM 3, INSTALL BMP RISER AND DOWNHILL SLOPE,
4. STABILIZE BMP OAM SLOPES WITH SEED & MULCH,
WATER LEVEL DURING STORM 1' MIN. FREEB 5. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW. EMERGENCY SPILLWAY ELEV. 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING, =VIEW, A A PIPE 8"
TRASH H00 _ 7 M - AINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN.
ON CONTROL ELEVATION SECTION
-I 1=~ I ~=I I ~=I ~ I- 8. ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL III- = ' ( OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE DEVICE
~-III-III= _ PEAK FLOW ATTENUATION POOL I- -II COMPLETE INSTALLATION OF THE PERMANENT STRUCTURE. 2000 PSF MIN. BEARING CAPACITY SEE BMP SECTION FOR SIZING DATA
_I I- _ - _ = MINIMUM SLOPE 3 . 1 9. CALL ENGINEER FOR FINAL INSPECTION. -1 ~ I-~ I- _I I. l =THE LENGTH OF THE PoPRAP APRON. BENEATH COLLAR
I I -1 I I=1 I=- I- , ~-1 I I=1 11= _ ~ - 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER DUT NOT TYPICAL ANTI-SEEP COLLAR
PLAN VIEW IESS THAN 6' (inchae). NT S
~ I=1 I I -1 ~ -1 - -i 11= - - - EARTH DAM 3. IN A NELL-DEFlNEO CHANNEL EXTEND THE APRON UP THE CHANN0. BANKS i0 AN ELEVATION OF 6' {inches) ABOVE
.III-I I I_. _ - I I-. ~ -I ~ I ~ - _ _ THE MAXIMUM TAILWATER DEPTH OR TO THE TOP ~ THE L BANK, WHICHEVER IS IESS.
~ I_I I I- ~ ~ -I f ~ONOUeooo°j 4. A FILTER BLANKET OR FLTER FABRIC SHOULD BE ~AR °0°°
I =III= ° I -III-, , 1= NOTE; RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE I =III- = 1=III=I = - I 1=1 ~ I I INSTALLED PRIOR TO THE BEGINNING OF OVERALL INSTALLED BETWEEN THE PoPRAP AND SOIL FOUNDATION. ~~H eo° 0~ °0° PoPE °°e1° °0•
-I - - - - - - - DISSIPATOR PAD I=III=III=III=III= I= - =III SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT
ANTI-FLOATATION DEVICE -1 =1 = = 1= ~ "-I I = - - RIP RAP ~ I-~ ~ ~ I ,III-III CONTROL DEVICE DURING ROADWAY & UTILITY CONSTRUCTION, • ~0 • ° A ° 05-S8-014
" ~ -I I 1=1 ~ I-III=I I = ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED d e a ~ e e
-I ~ I=III= I I== - THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE L ~ ~ ~ ~ APPROVED
-I I -III=III= SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSED TOWN OF CARY FILTER ° °000 a°° ~ °°e
ANTI-SEEP COLLAR -III-III-III= = - ; - AND THE NORMAL POOL ESTABLISHED. -1 SECTION'A-A' FABRIC °°eDN °1000111 ~ e°, oo Approved by Date
E I I -III-III-I II_ ~ ~ Planning Date
~ RCP OUTLET PIPE a J DETAIL No.
PIPE OUTLET TO WELL-DEFINED CHANNEL Engmeering Date 04000.21
N L N TS. EFFECTryE:07/01/04 I axar , a ,
No. Date Designer Scale Revision
W&R 1 "=30'
y Drawn By Date WELDON RIDGE WITHERS RAVENEL Sheet No.
MS 03 24 06 STORMWAT iWATER MANAGEMENT BASIN PLAN ENGINEERS I PLANNERS I SURVEYORS
Checked By Job No. PARCEL 5 SF -5
JAB 203072.16 Y 111 MacKenan Drve Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com

- ~ ~ ~ ~ ~ DEVELOPER: OWNER;

~ / _ ~ ~ J i I PARKER & ORLEANS HOMEBUILDERS, INC. PARKER & ORLEANS HOMEBUILDERS, INC,
~ j - ~ _ - ~ , r ~ _ 211 JAMES JACKSON AVE. 211 JAMES JACKSON AVE.
~ ~ - - _ ~I r. I : I 2~ - - - - - N \ _ --~i ~ r' ~ ~~;I I I I ~ CARY, NORTH CAROLINA, 27513 CARY, NORTH CAROLINA, 27513
~ ~ I ;ir i' _ ~ I ~ i _ _ TEL, [phone] FAX, [phone] EL. [phone] FAX, [phone]
A/ i~ i i- ~ _ E I ~ . ~ ~ - I _ . _ ATTN; BRITT SPIVEY TTN; BRITT SPIVEY
- ~ - - ' t~ r ~ - ~ ~ - - f^~ ~ - . ~ ~ f" ? ~ ' ~ ISO I / ~ ~ _ ,
•"'c qv~ 1' ~ + a CONTACT/CONSULTANT;
L 1 ~ I~ I 1ti ~ ~ l ~ ~ _ _ _ 4 ~ ~ ~ - L.~ _ _ .1 ~ I ~ ~
~ _ I ~ ~ WITHERS & RAVENEL, INC, TOWN OF CARY
m 1~"__ ~ T' ~o ! r ~ 111 MACKENAN DRIVE PROJECT # 05-SB-014
l ii CARY, NORTH CAROLINA, 27511 APPROVED 12 12 05
I ~ ~ ~ ~ ,,,14~ ~ ~ y,~ 1 R r / A ~ ~ Y ~~Z / I ~ h ~ / l b / / ~ TEL. [phone] FAX. [phone]
~ - _ 0 O i ~ I ~ 6 _ ~ ~ ~ z w _ _ - , 9 - i 5 ~ 1 ATTN. ERIC W, SIMPSON, PE \ i
.._bC ~ _ 4 ~ ~ ~ ~ ~ . U ~ - , ~ v I - - - ~ .
I ~ 1 ~ ~ a / - ~ + ~ 1 7 4 1- -4 P RTI N WAKE COUNTY PIN NUMBER 0 2 .0 38 220 (0 0 )
x ~ ~ ° ~ 1 r 4 } a ie~~4l a 4~ ~ y ~ Q ~ y ~ 0725.03-41-2042 (PORTION)
Y' ~ / ,4 ~ ~ ~ X i 1 i 4 ' ~ s T ,,r` i' ~~N ;
_ ~
~ - " c ~ n g _ _ _ ~ _ _ ~ ~ i / ~
m / ~ ~
~ , , . T_~ i; - - - - R l i " ~ - - ~ w
. ~ _ kg r _ ~ " _ r
r ~ _ ~ ~
_ ~ I ~ ~ ~ r .
z. _ - / g 1 . - - ~ 4 f~ _ Y~ s~ ~ / ~ - ~ - y5~ ~I ~ ~Q
_ " - ~ % L ~ ~ I i . i ~ - - - . iP ~ I . ~ _ - /
_ - _ - ~ r . J o` ,
J ~ I:: ~ rz~ L1 , ~ c~ ~ -n-£^ 'YE`_-~ ~ _ ,Vllli - Kr S_ ' . JY.'
- 7 - ~ , ~ _ _ \ 4 ~ i _ , ~ ~ ~ 0 ~ _ _ ,rz= _ III - F, ~ ~ v.. _ _ _ - - x i ~
. ~ _ l r. , ~ ~i . / _ / _ ~
~ / " i; t ~.i ~ ~ ~ r.~=~ - ~ - ~ - _
~ ~ ~o~ . , - - - ~ ~ ~ ~ ~ ~ I i - ~ r., .r. _ _ ~ / - ~
-~i'' - r ~ ~ ~ ~ '6'~ _ ~ „ ~ ; rte.- _ ' . ; ` , ~ _ _ - I ~ - / ~j~. , ~
,r , , ~ ~ , i, - . ~ fi- r _ ~ , ~ ~ / f ,r,~. z~, _ ~ a ~ ~ C~ _r , u
r _ ~ 1 ~ ~ < ~ ~ ~ Ao
~ ~ 5z ~ /
- - ~
- - . ~ ~ ~ ~ - ~2 , ~ ~ - _ , i / I
y~, - _ I ~ r _ / - ~ i~ ~ ~A i
4,~i Y' ~ ' ~ , ~ . _ /
, ; r 1 i ~ i, ~ i ~
- - _ . _ - ~ ~ ~ , - _ \ ~ _
r ~ - i ~ r. 1 t ~ , ~ ~ _ \ -
a . is - ~ ~ ca ~ 'P I ~ _t-- - I~iI 1~.. ~ , I , ~ - ~ i . _ ~
/ ~ - ~ I I r, (r`` ~ i I / ~ i. J
T r ~ i ~ I i` - - ' ~ ~ i ~ / tiff' ,A _ ~ R , A -
, ~ , , ~ , , - ~ ~ ~ y _ Q
t - ~ ~ T _ ~ _ E, ~ ~ ~ ~ - i y _ - - q / T - _ 1 ~J ti' q r
- - - ~ , , ~ ~ ~V i ~ ~ ~ ~ ~a ~s " " , ~ ~ r P; rr' ~ ~ ~ A - ? > ~S~E ~ . - ~ ~ ~ .r ' '1 _ / rs \ q F tii _ - . _
_ , ~ , - - ~ h. ~ ~ 0 ~ e _ _ ~ ~ ~ ~ - ~ ~ i N T
I ~ _ _ _ ~ ~ ~ , ~ ~ ~ _ _ p ~ 1 y p Y _ ~ ~ - o
- _ - - _ _ I Bey ! ~ , ~0 N F ~ - , q
' ~ ~ 1 ~ rte'- ~ ~ / \ ; , ~ . " . _ - - / _ ~ / , F q i A F
ti _ , ~q E i i, , ~ ~ r ' - , ~ ~ C o p i ~ _ N C
S ~ ~
_ / = O Z N _ N F - ~
/ i _ - - / / ~ n~I ~ ~ _ IlI
. ' ~ y i ~ I r ~ -
i r 'I SE ~ / ~ r:' ~ ~ -~i / 1 I d ~ - to ~ ~
~ ~ , ~ , ~ ,
~ r ~ ~r 4 ~ i - ~ 1 ~ ~ ~ 1 2 _ i~ ~ , , a, > i l
1 ~ ~ J , / _
~l ~ ~ ~ ~ ~'/i ~ < /
O If1 ~ V'`~ ~il~ i ~ r L ~ r i~ i~ ' ~ ~
E ~ i , \ I l i ~ ~ ~ ~ .1, ~ \ ~ ~ , \ ~ ,
- ; , A ~ ~ ~
0 i~
~ i tk ~ / ~
_ , ~ f i w ~ , i S o S ` Z , _ ,a, I , I I E \ ~ / ~
~ ~ \ . ~
CQ''I"' ~ ~ , ~ ,tom ~ 1i ~ 1 r 1 r r , - ~ ~ - ~ i ~
~ o' ~ ~ s ~ - - I =1 ¢ ~I:~ ~ ~ Z \ ~ \ o
S' 1~ ~k I ! N N W i _ _y ~
o . ; I r I ~ ; ~ 4 1 e~ , ~ t0 ~ ~ - _ - ~ , I _ i. ,f~; r . , as, ~ ~ _ ~ _ _
~ :A .f~, 7 ~ _ / , ~ . a ti' ~ r - ~ ~ ~ - - , ~ ,
, 5, ~ 1 , , ~ ~ ~ ~ , _ _
~ _ , _ ~ ~ ~ ~
. " / , . ' ! ~ x.51 7 ~ D ~r ~ - --~G , - - / ~ , w ~ ~ ~
E _ , ~ ~ I r \ ~ ~ ~ ~ ~ , _ ~
~ L s , ~ I. ~ z~ ~ _ . „ < n ~I, - ~ ' ° ° ~ ~ ~ ~ ~ o ~ ~ " ~ OBE -
s ~ ~ ~ _ ~ Iw , i. _ : A s ~ ~ ~ _ ~ I ~ ~ _ ~ ~ \ ~ \
\ / ~ _ s ~ / _ .
- , - \ ~ i _ j ~ 1~ ~
'~'1 _ , / ~ / ~ ' ~ '~r titi ~ ~
I f.. - _ ~>1 ~ 0 _ ~ ~ ~ ~ ~ / v _c ~ , _ , ~ 8
- - b
o ~ ~ ~ _ , , : - o / r i i , cn ~ / _ 'I ~ \ ~ ewe ,~~Nbz - ,n~~ CD-.. _ - A~.~ ~ 1 ~ ~ ~ ~ uus~'~
~ ~ ~ A / ~ 1 ~ ~ ~ 5p~
/ ' !1 ~ ~ ~ ~ . 4 bN~ i t~ l1 a _ ~ '_09
i ~ _ ~ \ o ~ ~ z ~S ~ ~ \ I ~ ~ < _
i ~ -A~~ ~ ~ ~A ~ 1 ~ c ~ t'. K y c~9 ~ ~ ~ J ~ ~
- c~ ~ ~ ` ~ o r ~ 1 ~ { ~ ~ ~ o i
~ ~ ~ Ol ~ ra, ~ V ` ~ ' ~
o~ ° ~ ~ I , , _ ~ , ; ~ _ ~ , . 1
1 ; ~ \ ~ - ~ I (275,2 J / ~ ~ - -
- ~ ~ ! , it tl~~ ~:.~'w ~ a W ~~T~~ k- ~ ~ 1 f~ ~ i , : ~ 1 + ~ ~ ~R r
-__-.-~~SS. U7 ~ - ;.1 ~:i'~ ~ - ~ 1, (n R / i ?i' ~ I ~ d ~ ~ ra n r
~ , ~ 356. ~ ~ , . - 1 ~ ~ G" i i d:1y v y . ~ - N ? -
,~~a~ ,~1,' A ~ ~ ~ i ( - - f
t _ + - ~ 1 ~
J ~ ; ~ 6' ~ u, ~ ~ ' _ _ r. O ~ ~ - - -
1 E~ ~ 4 ~ i ~r ~ ~ \ / ac a ~ t w ~&h ~ ,A - ~
' ~I ~ N; ~ _ i _
I ' ~ / / - _ i A ~ ~ ~ , f _ ~r• 4~ ro.~ 1 ~ _ t. ~ ~ 1^fln i . _ _
~i ~ ~ ~ ~ d I~, , a _ ~ I ~i
m ,w ~ ~ ~ ;1~~ ~ , , ,j li n ~ ~ ~ ~ y, - - ~-~t ~ 7` i
~ ~ i ~ 1., - ~ i /n
~ r; d Il n I ~ ~ . ~,r N _ .i i ! , ,
~ / rt r. i ,
~ ~r/' i ~ ~ ~ ~ - - - 10D 0 100 200 r i r
m I~u~~ ,~~i~
SCALE: 1 100
No. Revision Date BY Designer scale ~ Sheet No.
- W&R 1 100' Drawn By Date WELDON RIDGE WITHERS R"ENEL SITE PLAN ENGINEERS I PLANNERS I SURVEYORS 1A
3 GAS 2/10/06
ES STORE ROAD T Checked By Job No. YA s
WF 9 JAB 203072.16 WITH BMP DELINEATIONS 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
4 Y

~ _
B E5
~ \ L
~ ~ i
~ /
A A
PIPE - - ' i- ,FLARED SECTION WI - ~ _ ~ -
~ ~ R PA
FLARED ENO SECTION WITH - - ~ = '
RIP RAP DISSIPATOR PAD ' ~ ~ _
-a--=_
NOTES: DRY STACKED _ i, - DRY~ETE`NTION-,4~EA TO' FOREBAY' ~ - _ _ -
8" CONCRETE MASONRY UNITS (CMU) 1. L =THE LENGTH OF THE RIPRAP APRON. BE"~~~EEDED/WITH ~:-AWN
i i _ Q~ALI TY GRASS - - - ~ ~
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT (
PLAN VIEW LESS THAN 6" (inches). I 3 I ! ~ ~ J ES _ ; ~ a
I ° I 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE ~ 1 y~ ~ ~ ~ , - -
CHANNEL BANKS TO AN ELEVATION OF 6" (inches) ABOVE I I TOE OF SLOI THE MAXIMUM TAILWATER DEPTH OR TO THE 70P OF THE - - - i ~ ~ - TOE OF SLOPE ~ - / ~ ,
BANK, WHICHEVER IS LESS. EMERGENCY SPILLWAY ~ s -
- L 18 THICK CLASS B RIP RAP - 4_PVC SCH .4~ _ - ~ _ _
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE 4'~ MtN. - INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. - 4" MIN. WITH GEOFABRIC UNDERLAY ~ `o ~ ~ _
SCREW ON PLUG. DRILL PIPE ONE ORIFICE HOLE AT _ y z w I N > O / .:u
BOTTOM OF CAP ! ' _ a Q - ~ . wJw J s
- o - f c _ -
'.II~~ 11=11111-11F II Il~lr - - -III~~II~II II. ~ I ' _ _ FOREBAY AREA ~ ~ ~ ~ ~ v7 ~ ~ ~ P,
-111~~=11=111~i d ~ ~IHl~llt~ll_ I I I~ ~t~lll II'I I - y o i _ ,•__----i I' ~
~ I -I I1=1Tf' - I~~~ ' ~ ADD SECTION OF SCH40 PVC PIPE WITH i 1 a - _ X' ~ r ~ ~ ~ i ~-I J
"~T~' SCREW ON ADAPTER z R W N PLUG. DRILL ~ ~ ' I , ~ ~ ~ - SCE 0 ~ i ~
" FILTER ~ ~ SECTION 'A-A' FABRIC ONE ORIFICE HOLE AT , ~ " `
A _ _ BOTTOM OF CAP I ~ ~ ~ ~ -s~'~~-~ i ~ I .a'
187 4"X4" SCH 40 SOLID WALL PVC TEE I ~ + ~ ~
DETAIL No. I ~ ~ ~ ~ / ~
i
PIPE OUTLET TO WELL-DEFINED CHANNEL 04000.21 I I
EFFECTIVE:07/01104 SHEET10F1 ADD SECTION OF SCH40 PVC PIPE WITH ~ SCREW ON ADAPTER I / , r._..- l ,___l,a~~ -
- E VEL LIP ON UNDISTURBED SOIL ~ ~ ~w~~w ~ ~o~ SPREADER LIP CONSTRUCT TH LE ~ ~ ES~~
TO UNIFORM HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE -Kr w ADD SECTION OF SCH40 PVC PIPE WITH
SPREADER. PROTECT IT WITH AN EROSION RESISTANT MATERIAL ~ ~ ~ ~ ~ ~ II ~ SUCH AS SURGE STONE TO PREVENT EROSION TO BECOME ~ w ~ SCREW ON ADAPTER
~ ~ ~ WW ~ SCREW ON PLUG FOR MAINTENANCE ESTABLISHED. ~ ~ ~ 'W ~N
~ ~~If ~ ~ l~ l~ l~ .r PLACE HARDWARE CLOTH OVER INSIDE _
OUTLET AREA -THE OUTLET DISPOSAL AREA MUST BE GENERALLY ~ ~ SMOOTH AND WELL VEGETATED WITH A MAXIMUM SLOPE OF 10°k. ~ w ~ ~ PERIMETER OF BOX
l~ l~ 1~ ~ r DIMENSIONS ELEV
VEGETATE ALL DISTURBED AREAS ~ ~ ~`r PLACE HARDWARE CLOTH ~ ~ ~ Y ~ ~ ON TOP OF TEE ANO NTS. NORMAL POOL 3,612 SF 293.0
CONSTRUCTION SPECIFICATIONS BACKFILL WITH #57 TOP OF DAM WIDTH 10' 297.0
~ ~ 1. THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE ~ ~ ~ WASHED STONE 12 THICK EMERGENCY SPILLWAY 20' 296.0 BARREL 4"PVC - SCH 40
EXTENDING 61NCHES OVER THE LIP AND BURIED 6 INCHES ~ ~ ~ f BARREL INV IN 40 LF 293.0
V T THE H N THE L WER EDGE, DEEP IN A ER ICAL NC 0 0 ~ ~ ~ THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT STABILIZED DRY STACKED BARREL INV OUT 292.8 DRAWDOWN ORIFICE (2) 1-i/2" HOLES
SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY ~ `IL ~ SLOPE
"CONCRETE MASONRY UNIT M SPACED HEAVY DUTY WIRE STAPLES AT LEAST 12 INCHES LONG. ~ ~~r- $ S (C U) ~ ~ ~ , ~
~ ~ ~ 2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING y~ ~ STABLE
OF STORM RUNOFF, TREED UNDIS U
OUTLET AREA l~ 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL. ~ Y..
(NOT ON PILL]
~ ~ ~ 4. CONSTRUCT A 20 FOOT TRANSITION SECTION FROM THE lv S -
DIVERSION CHANNEL TO BLEND SMOOTHLY WITH THE WIDTH ~ `~~~1 ~ ~~,-1~-°' ,
E S FADER. . AND DEPTH OF THE L VEL PR ~ _ ~ _
~ ~ ~ 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY ~ ~ ' -
I STABILIZED SLOPE, NOT TO EXCEED 10%, MAKE SURE THAT ~ trr THE SLOPE IS SUFFICIENTLY SMOOTH TO KEEP THE FLOW FROM 3 ELEVATION POINTS ON _ _
SPREADER All AT SAME 't ~ ~ *TMt~'`' T-. CONCENTRATING. ~ ~I ~ y
ELEVATION (TYPICAL) ; - ~ - ~ = ~ - + +t-.- - A
6. IMMEDIATELY AFTER IT'S CONSTRUCTION APPROPRIATELY SEED ~ _ , _ r • ' AND MULCH THE ENTIRE DISTURBED AREA OF THE LEVEL ~ ~ -'t ~ _ - ~ -
SPREADER. ~ ~ ~
SKIMMER
TH i SURGE STONE LIP
~ TURN CMU ONTO SIDE FOR OPENING PLACE HAI - PLACE HARDWARE CLOTH OVER INSIDE TOP OF DAM
187 PERIMETER 1' MIN. FREEBOARD 10' PERIMETER OF BOX
DETAIL No. - - EMERGENCY SPILLWAY ELEV.
I=--
EVEL SPREADER STANDARD L 04000.22 =1 I ~ I ~
EFFECTIVE: 07/01/04 SHEET 1 of 2 NTS, ~ I ~=III=_- PEAK FLOW ATTENUATION POOL -
=1 -I I = - I- , - - , i MINIMUM SLOPE 3 , 1
GRASS LINED CHANNEL 6 INCHES DEEP,1' FOOT WIDE.
SEE PLANS FOR LENGTH AND ELEVATION. WATER LEVEL DURING STORM (~-III=I = = I ~ I (
NOTE: EROSION CONTROL NETTING TO 8E INSERTED AND
SECURED IN GRASS LINED CHANNEL. =1 11= _ - ~ EARTH DAM - _ = 1=_
-III-I -III - i ~ . _ _ _ - _ -
-i -III I I-III-I - ~ ~ ~ PLACE C.M.U.'S AROUND INLET FOR PROTECTION. _ _ _ _ - SOW - -
RIP RAP OUTLET PROTECTION -II II_III-III-III- I-_\_ _ -III 12" THICK #57 WASHED STONE WITH HARDWARE MESH COVER - .III= - - ~ I ~ ~ (I=1 = -
DOWNSTREAM "LIP" MUST BE LEVEL AND ENERGY DISSIPATOR - - - „ - I-1 I I=11= r
THE ENTIRE LENGTH OF SPREADER, SEE PLANS FOR DETAILS 4X4 TEE WITH SCREW ON CAPS ~ - - O GeV =1 11= 11= - Ec
SPREADER LIP MUST BE 1' MINIMUM. FLOW SEE PLANS FOR ELEVATION. SEE DETAIL - - - SPRe III-III- R
FLARED END SECTION ANTI-SEEP COLLAR =1= ~
RAP RIP _ =1 =III=III= ~ i= I I-1 I I-1 I I-
2-3°suRGESroNE& _ _ --~,1~1,;,1~~111-III=III=iiI=III=11~i= PVC OUILET PIPE
GEO-TEXTILE FABRIC - --,-.III-III-I I1=1 i i- ~
EXTEND A MINIMUM OF ~i GRASS ~i ONE FOOT PAST "LIP" - 1- I I•, VECTOR PROOF WITH HARDWARE
III- I-~= = ICI I I I-I I I~ NOTE; SKIMMER AND OUTLET PIPE SHALL BE
III=I1 INSTALLED AT PRIOR TO THE BEGINNING OF OVERALL MESH CLOTH AND TWO
= III-' - ~ ~ UNDISTURBED GROUND SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT STAINLESS STEEL HOSE CLAMPS CONTROL DEVICE DURING ROADWAY & UTILITY CONSTRUCTION.
I 11- NOTE: 1 I ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED NTS.
LEVEL SPREADER DESIGN WILL BE BASED ON THE BASIN SHALL BE CLEANED OUT AND STABILIZED, THE
CURRENI DIVISION Of WATER QUALITY DESIGN SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSED
GUIDELINES. MAINTENANCE AND THE NORMAL POOL ESTABLISHED.
INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED, CONSTRUCTION SEQUENCE
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
1. INSTALL EXISTING POND OUTLET PIPE.
2 INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM, Q9~~aooa~o<a~oa 3. STABILIZE BMP DAM SLOPES WITH SEED ~ MULCH WITHIN 14 GAYS OF THE ENO ° °°~t~ ~ R a°~~
. OF ANY GRADING ACTIVITY. o° ~
n 4. CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW. 9
BIt e~~ 5, BEGIN ROADWA't' AND DAM REHABILITATION SLOPE GRADING,
SOT APPRQVEa1D F~©~ C®N~TRUCTION 6, MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN. ° APPROVED - o
DETAIL No. 7, ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL o e
STANDARD LEVEL SPREADER (CROSS SECTION) 04000.22 0 OFFICER ALLOWS THE REMOVAL OF THE SEDIMENT CONTROL DEVICE COMPLETE TOVI~V OF CARY ~ ~'°°°p N~;IN~F`~~~ INSTALLATION OF THE PERMANENT STRUCTURE. _ _ '
EFFECTIVE:07/O1/04 SHEET20F 2 A °o, ~°ooa°°~~~~ - ~3° 8, CALL ENGINEER FOR FINAL INSPECTION, ~'V °
P~ E °°oooa o0a0os r i _
0 40 0 40 80
1" =4 ' SCALE. 0
3 Designer Scale a Sheet No 71 STORMWATER MANAGEMENT S RAVE
m W&R 140' WELDON RIDGE ST01 _T - - - WITHER NEL
Drawn By Date
BDC 5/09/06 - - -
Checked By lob No. L YATES STORE ROAD - - 9 EWS 203072.14 DETAI LS ENGINEERS I PLANNERS I SURVEYORS 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www,withersravenel.com
9 Y

v ~ \J ~ U' JJ0 i lJ~ ~ I~ ~ ~ f_r I I - F , ~ I N 599 , . ~ ~ / ~ ~ ~ , o
~;v,., ~ , ~ ~ - I , ~ ~ 8x458 S 7 9 SF ,405 F 2 ~ . f ~ , ,n ~ 48 4 O ~ ~ ~ ~
~ 1 ~ ~ i ~ - 1 ; . ,320 F ~ ~ ~ • ~ _ . , _ _ 501.' ~ c~., ~ , Q y ,r~~
~
~ , ~ ~ 6 ~ ~ _ ~ 0 ,7!9 0 5F o o
. ~ ~ - I . ~ ~ ` ~ _ 72 3 - _ _ _ ~ 6~: / j ~ _ _ , - 1' ~ ; i.;.
+ ~ .
1 , . ~ . * ~ . -oa - ~ G ~ ~ xQ ' . ; ~ . . - Q
- . _ _ _ ~~-~O ~ ~.:.:1 -I- Y• , ' ~ , ~ i,
_ . _ _ Q~ j +f i ~r
T + + 67 . . i ; , ~ 559 ~ ~ - _ 1 \ _ _
_ v ~ - . _ - r _ _ - - - - ~ - ; . , i . ,rG., 10,516 SF ~ ~ _ - : _ P ~ -
f + ~ Q ~ ~ = 750:0 ~ti. _ 3.p o , lv . Eb
I . ~ _ . ' ~ . + + + ~ . ~ ~ ~ ~ i.L_ I . + • r ~ ~ 5 . (V ~ ~ ` . y , ~ .
~ ~ ~ _ ~ ~ 65.42 t. ;
a ~ r \ P _ _ - ~ , ~ f r v W / •
560 56..1, ~ 56z i k + ~ . . ~ ~ . , ~ ~ , <v ~ N X63 5.64 6.
, 5 _ 6 . 5 5 - ~ 566 7 ~ , ~ ; ! 1 134. SF i I 167 _ . ~ , /
C`~ 1, ,566 SF 8,298 SF - I ~ _ } . ~ \ 91.63 SF`, 9,071 SF 1 SF _ r~} I N r ~ : . ~ e
l ` „ ~ ~ ~ 9, 18 r- SF .....8,831 SF r . ~ ~ ` _ ~ 31 SF , ~ ~ 7 726 5F ~ ~ I ~ •,::.u. y~ ,
t . i a~ ~ - ~ - - ~i { ~ ~ ~ ' N~ l ~ , .
- . _ , _ _ ,y. , _ _ . ~ \ ~ ~ / ~ ~ ~
, . 1, ' i ; d r v ~ ~ ~ ,y + , ~ S; .
- _ r ~ ~ „ ~ ! , ' ~ _ ' 894 . r, ~ - ~ i/.~ k
h ~ . 1 ~ ..w~ \ T~ . ; - . : ti ~ , ~
~ . ~ ._l. - . ' / I 'MA }
' t ` - ' \`j
l . i _ _ ~ E~
+ ~ ~ r . ~ xa ~ \ ~ tic ~ ~ . . _
, + + + + l~ + + a w. ~ f,
. ~ ~ . . ~ - J . 'i - _ r .v - ~ . k. - - r _ P _ ~ ~ 1, . i ,
( ~ ~ i - ~ , TS , -
i ~ ~ - _ 1 ~ _ . ~ , ~ iP~ . .inf. - * . , \ - - _ ~1 1 ~ -
- _ J. , " i -w>-~w--„~, ~ _ ~ err"'-,- ~ t1- • - - -
- - l - j
~ ~ - i` ~ - . ~ E 170 ~ , ,
Ve etation 9 ,f ~ . ~,,.._,.M- , d-
Normol Pool Surface Areo 32,630 sf I ,Na ~ r,.~,.: , - ~ ~ 1 _
Hi h Marsh 50% 16,315 ~ 7~, ~ 16,315 sf ~''t1 '~d~;_ , r\, t,~ I'4, f , , , , , ~ _ 4 ~ -
9 13,052 sf
Low Marsh 40% 13,052 Ve etation
I TE LID i0% 3,263 6 PRECAST CONCRE Open Water 3,263 sf 9
W/ MANHOLE COVER ACCESS f dew to be screened 101© FT ntho Le A .a 12 664 sf Normal Pool Surface re ,
9 ' 50% 6,332 sf SPACING Hlgh Marsh ROOT __w__~
LOCATION QUA SPECIES R00 w M rsh 40% 5,066 sf LO o
~ 4'X4'10 FOUR SIDES 1088 Blue Flog Iris PEAT I ~ _ g" OPEN ALL PRECAST CONCRETE BUX NIGH MARSH/ EDGE PEAT POT 2 O.C.
NEiR CRS ~ fo ~ + + _ 272 Shore Rush 1 GALI 0 en Water 10% 1,266 sf N . • P 1 GALLO 2 0 C
~ ~ HIGH MARSH TABLE SEE _~~~ATION, + MARSH 9 PERATING WHEEL HIGH 0 " Length of View to be screened 280 FT
+ + H i 360 Broadleaf Arrowhead PEAT i HIGH MARS 1d PEAT POT 18 O.C. LOCATION QUA SPECIES ROOT SPACING
~ !'S.~ 6" MIN. - / 7) N OTr . ~ A R S H O _ ~ LOW MARSH 1523 Pickerel Weed PEAT PEAT POT 18" O.C. ' 423 Blue Flag Iris PEAT POT 2 O.C.
4x4 TEE ~ LOW I~ PPORTS PLACE STEM SJ Z~ 653 Lizard's Tail QUART , NIGH MARSH/ EDGE ART CONT 2 O.C. -w- QU
AT FROM BASE d LOW MARSH s. 106 ~ Shore Rush 1 GALLON 2' O.C. , HIGH MARSH
Li ustrum 1 GAL. i ~ T NuATION ORIFICE OPEN WATER EVERGREEN SCREEN 337 9 INTt.R1~9ED~~wTE ATE 1 GALLON 3 O.G. ~ n ~ HIGH MARSH 528 Broadleaf Arrowhead PEAT ~ OT 18 O.C.
ELEVATION: SEE TABLE 4"x4" TEE PT "
DIMENSIONS ELE1 ELEV LOW MARSH 591 Plckere! Weed PEAT 0 18 O.C.
PERMANENT POOL GROUT EACH SIDE sf 309.( I NORMAL POOL 32,630 309.00 254 Lizard's Tai! 4UART CONT 2' Q.C. _ LOW MARSH
ELEVATION: SEE TAB_E 1. 3 4t 10 WI TH A D F M T TOP 0 0 314.00 R EN 94 ~ Ligustrum 1 GALLON 3' O.C. EVERGREEN SC E
TLE I OU F E i`'~ ORl C HART FOR SIZE 4" DIP T ALED WITH A-LOCK NEOPRENE SEE C J 324.{ DIMENSIONS ELEV ~ . 324.00
ANTI-SEEP COLLAR 48" X 4S"` GASKET CAST IN MANHOLE WALL _
~ 4,00 in 309.1 NRS SATE VALVE FIRST FLUSH ORIFICE ` 12,664 sf 302.00 309.00 NORMAL P40L
'Q-RING' GASKETED 312.1 ' 307,00 312.00 TOP OF DAM WIDTH 10
I TEMPORARY SKIMMER ATTACH CLASS III RCP TOP OF RISER 6"x4 EE I DURING CQ~iSTRUCTIDN - R " X 48" 298.50 ANTI SEEP COLLA 4$
TLET PIPE RISER FOOTING DEPTH 2.4 ~ I DRAW DOWN OUTLET OU
I ~ ~ . ~ / / / / RISER BOX WIDTH 10.00' "FIRST FLUSH" ORIFICE 3.00 in 30200 s' '
\ . \ \r\/\ PAVED INVERT 6" % ,rr- ~ ~ / ~ / RISER BOX LENGTH 10A0' 312A0 TOP OF RISER
r/ //v, r ' " GROUT ,~y\/\ /f\ r ~ d RISER BOTTOM 307. ,h' 307.00 RISER FOOTING THICKNESS 1.5 ~
' M a' ~ ' . 48 in 56 i .4 . ~ 8' X 8 CONCRETE FOOTING BARREL r`t~; '
56 LF RISER BOX WIDTH 7.00 a, ~ , rf~ , i' 4
(2,500 PSI CONCRETE MIN.) 7 BARREL INV !N 30 . 307.00 RISER BOX LENGTH 7,00
- T HEADWALL 306, 306,00 RISER BOTTOM 299.00 ,
BARREL INV OUT PRE CAS A! T L WN z 30 in 66
W RA R IE RS NTS BARREL i
i BARREL INV 1N 299.00 I
T H DWAl.L 298.00 ' BARREL INV OUT PRECAS EA
' SKIMMERS SHALL BE USED ON PONDS DURING NOTE. ,
R PHASE OF PROJECT EROSION CONT OL
ALE SC ~ ~ i SCALE 1 =50 SCALE ~ =5Q
I a REBAR 2 O.C. EACH WAY i/2" PREFORMED J01Ni
FILLER, 12" tN1DE
CONSTRUCTION SEQUENCE I
N TA L EXISTING POND OUTLET PIPE. 1, I S L i I
I & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM. SK1hlMER 2. INSTALL SLT BMP DAM. - ~ I I
P RISER AND DOWNHILL SLOPE. 3. INSTALL BM l
RISER TOP OF DAM MP DAM SLOPES WITH SEED & MULCH, 4. STABILIZE B i I - . 1 :vlEw. '1 I I
~r ~ ; - dl ARY EROSION CONTROL OFFICER FOR REVIEW. v~f, ~F~ ~~VCL DURING STORP 5. CONTACT TOWN OF C i
1' MiN. FREER EMERGENCY SPILLWAY ELEv, 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING. RAINAGE AS POSS{BLE IN70 BASIN. I I
TRASh H00 7. MAINTAIN AS MUCH D A ON CONTROL A a• ' i+
I = - 8, ONCE SUFFICIENT AREA IS STABILIZED ANO THE TOWN EROSION CONTROL _ I ~ .III=I I - F THE SEDIMENT CONTROL DEVICE I ~ I. FFICER ALLOWS THE REMOVAL 0 DEVICE PIPE I ~ '
_I _ 0 ~ I I- ~ I TI N OF THE PERMANENT STRUCTURE. I, _I I _ ~ - COMPLETE INSTALLA 0 ECEVAT14N SECTION
II _ - P L I. .I ~ M SLOPE 3. 1 R FOR FINAL INSPECTION, I I11-1I1= - PEAK FLOW ATTENUATION 00 _ MINIMU g. CALL ENGlNEE
' =I 1 I=1 20D0 PSF MIN. BEARING CAPACITY SEE BMP SEGnOti FOR SlZtNG DATA nom:
--III=~ - -III= _ - 1= ~ I_ BENEATH COLLAR i. L ~ THE LENGM OF THE RIPRAP APRON.
I -III=11I=_ = ETER BUT NOT TYPICAL ANTI-SEEP COLLAR 2 d ~ 1.5 TIMES 1HE MA)OMUM STONE DIAM
1=l l - - - - I EARTH DAM I ~I I I_I - PLAN VIEW LESS THAN 6• (inches). NTS
- I- - -Ili. lip. - -III- - - _ -II _III II _ _ 3. IN A WELL-DEFlNEO CHANNEL EXTEND THE A? UP THE CHANNEL BANKS TO AN ELEVATION OF 6~ ~ ABOVE
-III =III ~ -I!~-- = DISSIPATOR PAD NOTE; RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE ' I - I -1 I I-~ . I- THE MAXIMUM TAtIwATER DEPTH OR TO THE T OF THE BANK. WHICHEVER IS LESS.
=III- ^ - - - RIP RAP TALLED PRIOR TO THE BEGINNING OF OVERALL a - ~ ! INS I = - - - - -I (I=1 ~ I SEDIMENT I-III - I I-~ RADING AND SHALL BE UTILIZED AS A L 4. A FILTER BLANKET OR FlLTER FABRK: SHOULD
_I - - - - SITE G - - - -III Y CONSTRUCTION. I-III-III=111=1I -III- 1"~ VI DURING ROADWAY & UTILIT _ - - - -I ~ ~-I I = - - CONTROL DE CE INSTALLED 6E1WEQl TFE RIPRAP ANO SOIL F NDA'TK)N.
ANTI-FLOATATION DEVICE -I = _III--III- I .III-III- = N TABILIZE AND GRADING IS COMPLETED II III, ONCE SITE HAS BEE S PIPE
~ ~-1 I I-I I (=1 I I=1 ~ AN D OUT AND STABILIZED. THE - THE BASIN SHALL BE CLE E - - 4 05 SB 01
I I= I-111= - D III_ - - SKIMMER SHALL BE REMOVED, THE BOTTOM DRAIN CLOSE I d APPROVED
_III=III _ I -III=1 I I= - =1 I 1=i i 1=~ , AND THE NORMAL POOL ESTABLISHED. I- P COLLAR .III-III - - _ L TOWN OF CARP
I ANT SEE ,-I I = - _ I _III=III-III_ FILTER
. I SECTIQN'A-A' FABRIC Approved by Date
RCP OUTLET PIPE ~~'N Pionnin Dote =~u 9
~.r`1' ~,;4 DETAIl•xo. Ennineerinnn Date ' 7 7
t:_'~ ~r r~-~ ~m mn acct r nT:T:TUTan f Ta ANNRT. ()A.S1~021 ~ r 4 r 1 A ~7/_
..`.`v~,.~.: F 1Cr.I VV ILIJI IV YY .IJLL~LL1 l.LL? vraau.a ~ ,I ^ OF ~ v J
CROSS SECHUIN Emr-l VE:07/01/M Sim 1 Sheet No.
NTS, i
~.1 Date B Designer Scale
-!Revision A ?OC SECOND SUBMITTAL 11/18/05 $DC ! W&R i30' N WITHERS R"ENEL ENGINEERS I PLANNERS 1
- I Dr "G SJBUITiAL 11/18/05 awn By Data BDC WELDON RIDGE STORMWA~ B Ot n!fi AWATER MANAGEMENT BASIN PLAN SURVEYORS ii '0
I C i Iv1YLAR APPROVAL 1/09/06 EWS GAS 5 23/05 PARCEL _5 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
lob No, C pFirS!N REVISIONS 1/27/06 BDC Checked By
JAB 203072.16

/ _ SUMMARY
WELDON RIDGE 2B Total
P MINIMUM LGT LANDSvA E DEVELOPER; OWNER, ZONING FOREST OAKS PDD
IR D GENERAL NOTES - REQUIRED SCREENING TOWN OF CARY PLANNING DEPARTMENT REQU E
A. SIGNAGE IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN 1, EXISTING VEGETATION WILL BE RETAINED TO THE ALL RIP RAP PADS, DETENTION PONDS AND PARKER & ORLEANS HOMEBUILDERS, INC. RS INC. PARKER & ORLEANS HOMEBUILDERS, INC. E ,
REVIEWED OR APPROVED AS A PART OF THIS DEVELOPMENT PLAN, IF MAXIMUM EXTENT POSSIBLE. OTHER STORMWATER RELATED DEVICES SHALL YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST 211 JAMES JACKSON AVE. 211 JAMES JACKSON AVE. - 33.25 7513 GROSS ACREAGE
BTAIN AP PROVAL OF A UNIFORM SIGN PLAN PRIOR TO AFTER DWELLING CONSTRUCTION, EAr.:H LOT SFIALL BE SCREENED WITH EVERGREEN PLANTINGS AROLINA 27513 SUBMIT AND 0 F Lors IF 2' VISUAL CARY, NORTH C , CARY, NORTH CAROLINA, 2
THE RELEASE OF PLATS FOR THE RECORDING 0 ( HAVE TE FOLLOWING REQUIRED PLAP'TING: SUCH AS WAX MYRTLES TO REDUCE T CANNOT BE APPROVED UNTIL TEL, 919) 380-7223 FAX. [phone]i APPLICABLE , PLATS TO RECORD l0 S ( -7225 EL. 919 380-7223 FAX, [phone] OPEN SPACE/ RECREATION ACREAGE 19) 380 ( )
N APPROVED IMPACTS FROM LOTS, THE UNIFORM SIGN PLAN HAS BEE ATTN: BRITT SPIVEY TTN: BRITT SPIVEY R W ACREAGE 4.53 /
a 2 LARGE TREES (one in the front yord, one in the rear yard) TING VEGETATION FAILS TO FUNCTION ADEQUATELY AS ) _ B• WHERE EXIST npE A B C, AND 100' THOROUGHFARE MATURE SIZE - 40 60 H NET ACREAGE 28.77
REQUIRED, ~I.E, BUFFER CONTACT/CONSULTANT:
CARY SITE INSPECTOR RESERVES THE RIGHT PLANTED SIZE = 2 CAL ~ 8` H CORRIDOR BUFFER) THE N ADDITION TO THOSE TO REQUIRE SUPPLEMENTAL PLANTINGS I b 2 SMALL TREES (one in the +'r3nt yard, one in the reasr yard) PROPOSED NUMBER OF LOTS 54
H WN ON THE PLANTING PLAN BASED ON ACTUAL FIELD CONDITIONS. ) - WITHERS & RAVENEL, INC• S o MATURE SIZE - 15 40 H TOWN OF CARY PR POSED DENSITY DU NET ACRE) 1,6 O ( /
NTIL ALL SITE PLANTED SIZE = 2 CAL ~ 8' H 111 MACKENAN DRIVE C. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED U R TO PROJECT # 05-SB-03 MAXIMUM DENSITY DU NET ACRE) 2.0
P ED. THE FENCING SHALL BE REMOVED PRIO NOTE; CARP, NORTH CAROLINA, 27511 WORK IS COM LET ( / I-467-6008 MIN LOT SIZE ALLOW 14,400
IT INSPECTION FOR THE CERTIFCATE OF OCCUPANCY c) 4 LARGE SHRUBS (near foundation) THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR 19-469-3344 FAX. [phone] THE FINAL S E TEL, 9 (co). MATUP.E SIZE = 5'-8' H R H D PROTECTION ORDINANCE (JORDAN LAKE N PE
PLANTED SIZE = 30 H WATE S E ATTN; ERIC W. SIMPSO , MIN LOT SIZE PROPOSED 14,529
A OVE GROUND UTILITY EQUIPMENT AND FACILITIES WATERSHED) AS A HIGH DENSITY USE WITH THE o. ALL a GAS oR ASSOCIATED WITH ON -SITE ELECTRIC, CABLE, TELEPHONE, HRUBS near foundation PROJECT IMPERVIOUS PERCENTAGE f2$,52~~
LOCATED IN THE SIDE OR REAR YARD d) 8 SMALL S ( ) WAKE COUNTY PIN NUMBER OTHER SIMILAR UTILITY SHALL BE NT POSSIBLE WITH MATURE SIZE = 2'-4' H ' PIN NUMBER 0724,01-38-4220 (PORTION) 0725.03-41-2042 (PORTION) W S UTHERN BOUNDARY 18,000
AREA OF THE SITE AND SCREENED, TO THE EXTE ,M M OF - ' EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW TOR A MINI U PLANTED SIZE - 20 H MIN LOT SIZE ALLO 0
ND THE STRUCTURE TO ALLO W FOR ACCESS. ESTIMATE 5,3OOSgft IMPERVIOUS SURFACE PER LOT A 5' CLEARANCE AROU MIN SOUTHERN LOT SIZE PROPOSED 18,022
ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR 3. EXISTING VEGETATION OR PLANTING SHALL BE PRESERVED ALLOWS FOR 50x60 BASE FOOTPRINT, 1,500 SF FOR LOCK, THE PLANTINGS SHALL ALLOW FORA 10' CLEARANCE. THE AND/OR PROVIDED WHERE REAR YARDS BACK UP TO ONE WALKS & DRIVES AND ALLOWS 800 SF FOR AVERAGE LOT SIZE 16,907
AMOUNT OF CLEARANCE SHALL ACCOUNT FOR THE SIZE OF THE PLANT ANOTHER OR ARE VISIBLE FROM THE !AFAR YARDS OR STREET, N LF WIDENING -
MATERIAL AT MATURITY. A LEO LANDSCAPE SHALL MEET OR OVERRUNS & ADDITIO S. THIS EXISTING AND/OR INST L
A ROADWAY RIGHT-OF-WAY OR EXCEED THE PLANTING C111TERIA FOR 1't'PE BSEMI-OPAQUE BUFFER. E, NO TREE SHALL BE LOCATED WITHIN LF 4,792 STREETS
WITHIN 5' OF A SIDEWALK, 4. NO LESS THAN 50 PERCENT OF THE ~1iNIMUM WATERLINE LF 3,225
TREE PROTECTION FENCING SHALL BE MAINTANED UNTIL ALL SITE LANDSCAPING SHALL BE VISIBLE FROM THE FRONT F, ALL SEWER LF 4,731
WORK IS COMPLETED. THE FENCING SHALL BE REMOVED PRIOR TO OF THE LOT. THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF OCCUPANCY
CO • 5. ALL PLANTS SHALL BE INSTALLED pRll)R TO ISSUANCE ( ) SEWER FLOW 15,120
FFER UNLESS INSTALLED OF A CO FOR EACH LOT. G, NO FENCING SHALL BE PLACED WITHIN A BU APE. DENUDED ACRES 35,0
AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSC 2,95
NEITHER INDIVIDUAL LOT OWNERS NOR THE HOMEOWNER S ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR IMPERVIOUS SURFACE AREA -INFRASTRUCTURE (AC) (RIGHT-OF-WAY)
PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE ' r:/z ~ ' TO - ~ TOWN OF CARY• l N APPROVED BY THE s,,. f ~ TOAD ~ -w"'~ - h r i
SHALL BE SUBMITTED ~ r r ;a ~ ~ ~ ~ PERVIOUS AREA PER LOT SF 5,300 ~ AVERAGE ALLOWABLE IM ( )
ECORATIVE FENCING, PRNACY FENCING AND ENTRANCE WALLS ~ ~ , ~ . ~ ~ -I- H. 0 ~ R AND ALONG STREET i PROPOSED TO BE LOCATED WITHIN BUFFE S ~ - ~ _-~i__ ~ FA E LOT AREA 286,200 u ~y ESTIMATED IMPERVIOUS SUR C
APPROVED. PLEASE SHOW ALL SUCH R- ~ , ~ r o t ~ 4i RIGHT-OF--WAYS MUST BE r t ~
N VIEW OF THE o. r+r ~ ~ .--m~c~-_~ ~ PLAN INCLUDING AN ELEVATIO _ LOCATIONS ON THE ~ FENCE HEIGHT MATERIALS ANO COLORS. ~ s ' ~ - ' %i~ FENCE INDICATING ~ ~~1<~' ~ ' - 4 462 w A' TOTAL IMPERVIOUS SURFACE AREA 41 ,
P D LANDSCAPING ASSOCIATED WITH THE FENCE , PRO OSE / • L13~ ' r ~ ~ y I ~ n ' ~ n 1
THE ZONING ORDINANCE, MUST ALSO ~ ~ ~ - , A RE UIRED BY _ INSTALLATION, S Q - _r~._ a __uzz - ~ ~ ~ ~ r ~NO~ ~i ur --~--l---11""..._iT' SITE IMPERVIOUSNESS 28,62
BE SHOWN ON THE ENTRANCE FEATURE PLAN, - ~ ~ ''ue~.~';!/ ~u ~ i ' 1' + SETBACKS
NOT ALLOW RECORDATION OF LOTS ~ ~r; r M~, `ue~.~,!' WN OF CARY SHALL ~ 1 v ;r - I, THE TO THE NORTH SEWER INTERCEPTOR PUMP STATION IS ~ ~O1F~-- ~ 10~"0Y" ~ P , ~ _ -saw -,ro,~., ~ i ~o• p,# ` ~tv ~'fio ` ~ ~ ti i \ - 25~
Wort: - ~ ~d ' ,I' ~ , ~ OPERATIONAL. ~ ~ r ,~g I , •t- ~ ~ ~ ~ i , ~ ¢ ~ FRONT YARD COLLECTOR ROAD
-,mr.~_ cN is ~ ~ ~ ~ t .,gy £ BRAN ~ -3nr`'; GENERAL NOTES _ --«,_-~a__ ~ ~ ~ MINIMUM AVERAGE WIDTH 85 i Y "7 /'rte ~ \ / i 4 ~ 1 n ,
r ~x i L 4 \i \ ~ , ~ a ~n 10 - - c_~-~--~. _ , ~ SIDE YARD (MINIMUM)
BE IN ACCORDANCE WITH THE TOWN OF CARY STANDARD SPECIFICATIONS - _ _ ` r N,, i _,f -.r'~ ~ - - 1 • ALL CONSTRUCTION SHALL , - ~ - - 1 200 - ` r ~ v ~ ~ . ~ R ISED JULY ~ ~j°' DETAILS AS EV ~ TREET WIDTHS SHALL BE 27 BACK TO BACK ' ~ J \ ~ ~yti- ~ ~ REAR YARD 20
PROPOSED STREET RIGHT-OF WAYS SHALL BE 50 AND ~ - ~ ~ ~ r ~ 2. ALL ; ~ ~ i 15
NLESS NOTED OTHERWISE. ~ ~ P 0 DOCUMENT. CHECK THE CARY OitDINANCES N o ~ - o - - _ ~ ' , 4,a~ _ _ - W M-~ r`~ - • ; . CORNS SIDE YA~t4 8 ~ ~
3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE APPROVED U ~,~o--}~--o o t ~ 1 _ i i - F R PORCHES, DECKS, GARAGES, ETC. J - -
0 P AS PARE OF r - _ NSTRUCTION IS COM LETED - _ _ ~ i ' ' AFTER CO ~ -e - - _ i ' 4. UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED - ~ , \ "~F~~i ~ - t~ ' ~ \ ~ a `AI EE 36. ~ ~ a r>\ • ` . ~ ~ " ~ -1axES u01i y N - -1PE I ~ _ iP-~JC L>~ ~ _ ~ i M ~ ~ \ ` Y ~ / i - - , _ ~ ~7MFl---L~ h ~Jl~' J ~ ~ r%7 0 A ,,~[y to i"_~~~~Li ~I
~ ~ ice'- ~ ~ / ~ ~ ~ THE SUBDIVISION PLAT, ~ ~ ~ ~ ~ ~o& " ' INC. ~ - ~ ~ ~ , ~ ~ . 313 ' i ' 312
5. BOUNDARY INFORMATION IS BASED ON SURVEY BY KENNTH CLOSE, ~ ~ , , far,-- ~ E'1 TTT
POGRAPHIC SURVEY BY KENNETH CLOSE, INC. I;! 6. DESIGN BASED ON TO H 3 DATED MARC z~ ~ ~ 18,864 SF ' ' 16,197 SF, / , W 3 ~ . ~b ~ _ , ~ ~i
F A 100 YFAR FLOOD PLAIN IS NOT LOCATED WITHIN THESE PARCELS FOR 3718300280E 1 _~,c ~ . , 7. EM r_ ~ i i 1992, °aiw__ ~ ,r ~ 1
A I N OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION Of ~ ~ ~ ' ~ ~ , ~ ~ ~ 311 8. CONTRACTOR SHALL VERIFY LOC TO BE CONSIDERED ONLY ~ \ ~r'~ INF NATION BUT CAN ~ ^ ~ ' ~ ~ ~ J ' 311 '
EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE OR ~ ~ _ _ ~ ' 314 ~ ~ PPROXIMATE, ~ ~ ' ~ 14,728 SP I I ~ ~ i i ~ ~ I ~ ~ ~ ,a.l X22 ~~PF 14, 728 SF ~ , 2 1n I ~ ~ ~ N 1'! u
AS A RUCTED IN ACCORDANCE WITH TOWN OF CARY STD. 3.16 (REVISED ~ ' ' / ` HANDICAP RAMPS SHALL BE CONST ' 15,642 SF ' O ' 9. ALL ~ ~ , , , ~-1 1 I ~ 0 I I I I ~ ~ , Y ~ . i 309 ~ I I 308 ~ ~ I i sa. ~ ~ 1~ I I ~I~ 307 ~ ~ ~ I i ~ ~
4 19 01 . HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTERSECTIONS. r ~ r I i I i I i 306 i i 305 i 1,
THE BACK-OF-CURB. 1 r UL-DE-SACS SHALL HAVE A 45' RADIUS FROM CENTER TO ~ 1 : ~ - _ ~ ~ / 10, ALL C i i 15,557 SFi i 15,803 SFg ~ i I i I l i 1 i i i ' i i 14,759 SF i i I, P~ 304 i n , ~ , ~ 14,722 S ; ; rsw--- ' _
' UNLESS NOTED OTHERWISE ~ - - - ~ ~ ~ 310 11 ALL STREET INTERSECTIONS BACK OF CURB RADII ARE 25 ~ , 310 i ~ 14,529 SF i i ~ ~ ~r~' 3 rs~t I ~ 16,796 SFi --rs~' _~___i
CATED WITHIN STREET R/W'S OR SHOWN OTHERWISE. ~ ~ o , IGHT TRIANGLES ARE LO ~ 12 ALL INTERSECTIONS ~ k ~ is ~ ` ~ ~ ~ / t , , c 16 256 SF- - _ _ a ,
T SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND i ~ ADO' ~ , ;i $ ~ ~ ~ 16,256 SF" 13. ALL SPECIALTY STREET SIGNS AND POS NT N0.85 PRIOR TO INSTALLATION. ' r._ P LICY STATEME - Too' ' 315 % ` i i i 303
APPROVAL IN ACCORDANCE WITH TOWN OF CARY 0 w \ Oi ~ ~ ~ 1 V TAINED BY HOMEOWNERS ASSOCY?TION. - - - - - - - - R ~ ~ ?
_ 14, COMMON OPEN SPACE SHALL BE MNN ~ CONSULTANTS. ~ ` ~ ° ' 19,627 SF ~ iPr 8Y SOIL & ENVIRONMENTAL q ~ ~ ~ ~ N 88'46'51' MBa.22' / ! ~ 15. WETLANDS DELINEATED 3 ~ ' l ~ 16,112 ~F~ / ~ _
W- NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS v 1 16. DELINEATED WETLAND AREAS SHALL tiW > Z5 1S>rAN-CE EASE~+IEPiT 0 , 25' siGH~o 302
ORPS OF ENGINEERS AND NCDENR• ~ ~ ~ ~ 316 SPECIFICALLY PERMITTED Bl' THE U.S. ARMY C ~ v ' ' ~ ~ 1 ti ~ _ \ i i r •0 / ~ ~ it 1 i i i ~ ` < 19,777 SF
ET LIGHTING ~ ` ~ ' ~ ' A OCCATED WITH STRE ~ ~ ~ • P R WILL BE RESPONSIBLE FOR ALL INSTALLATION COST SS ~ ~ ~j ' ~ 18,960 SF ' 17. THE DEVELO E HROIIGHFARES AS REQUIRED PER TOWN OF CARY o ~ i i ~ / 341 O P I ' i
A ENT STREETS AND T ` ' / ALONG ALL PROPOSED STREETS, ADJ C COI~ANY ~ 1~ I,!; ~ ; CONTACT CAROLINA POWER AND LIGHT ~ , ~ , ~ ~ _ a 3 i i ; 637.22
MENT N0. 13. THE DEVELOPER SHALL ALSO \ y ~ ~ / POLICY STATE ~ ~ HTING PLAN FOR THE SITE/SUBOMSION PLAN PRIOR TO GONSTRUCfION. ` ~ , ORDER TO DEVELOP A STREET LIG ~ v , a~edR ~ < 21,1 7 SF, ~ ~i I I j ! ~ / ! 44 i 345 ~ i 346 ~ ~ _
R CORDING OF LOTS OR A BOND MUST BE ~ ~ ; rouN 3 3 18. INSTALLATION OF ROAD IMPROVEMENTS MUST OCCUR PRIOR TO E ~ ~ 317 _ 3. 340 ~ , 3 i , I i 17,324 SF~,~, / ~ ~ ~ ~ . i i
POSTED, ~ ~ ~ - ~ ~ ~ N ae•~a' • w N 883x' : W ~ I F ~ 2 SFi !17,902 Sfi i 17,220 SF~/ ~ dp _ ,R X21,98 , ; ' ~ 7 7 774 SF > I 2
~ ~'1.7,592 SF ~ 2~. \77\7 ~ ~ i i i ; ~00 ~ , ; i I i i , , , ~ W •
A THOROUGHFARE OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, ~ ~ 1 ~ S~, POSED ALONG e` 19, FENCING PRO PART OF THE APPROVED SITE DEVELOPMENT PLAN, ~ . R e 339 IF A FENCE PROPOSAL IS NOT a d ~ aw,,~ ~ , -p ` RIALS AND COLORS, N A ~ 9a , ATE G v ~ i~ ` M R Wlll NOT BE ALLOWED TO INSTALL A FENCE UNLESS ALL LOT DINNERS ALO ~ 339 , ~ ~ I ~ ~ ~ ~ 14,697 SF ; ~ ~ 348 ~ , ~ ca ,
LOT OWNE S ` ~ ~ ~ ' THEN INDIVIDUAL ' 342 ~ ~ ~ ~ ~ ~ .~8 3 sF 343 1 i i - ~ i; ~ d o W 4,087 SF ~ < ; ~ ; J ~ ' - _ , 15,361 SF ' ~ h . r ~ i - ~
CTOR STREET AGREE TO INSTALL ONE CONTINUOUS FENCE ALONG ALL PROPERTI ~ ~ ~ ~}~~p87 SF THROUGHFARE OR COLLE RGREEN ON THE STREET SIDE OF THE ~ N E IS PROPOSED, THEN EVE ~ ~ ~ ~ IFAFEC ~ ~ ' 19,235 SF ~ ~ - ~ ~ - r/Y,
ADJACENT TO THE STREET. UIRED. FENCING ALONG A THROUGHFARE OR COLLECTOR STREET NUST t ~ \ FENCE AT A 5 SPACING WILL BE REQ ' / ' / 15169 SF ' ~ _ - _ ~ ' ~ ~ ~ ' r % ' ~ n ~ .v / ~ ~
FIRST BE APPROVED PRIOR TO INSTALLATION OF THE FENCE. < ?0' ~ ~ . 338 ~ ~ , / I O - ~ 3
WILL BE RECORDED AS LOTS ARE RECORDED, OPEN SPACE SEPARATING TWO e i ~ ~ ~ > ~ i ~ ~ I / \ J , i ~ ~ 349 i~
20. ADJACENT OPEN SPACE IMATELY HALFWAY BETWEEN THE PHASES WITH THE ADJACENT PHASE. ~ r ; R X '19,929 SF / , PARCELS WILL BE RECORDED APP 0 i ~ ~ ~ ~ \ ; SF i~ ' ~ ~ i ( i A~_ - I 332 ~ '
NING SINGLE FAMILY RESIDENTIAL LOTS SHALL BE ` r ' N STREET RIGHT-OF-WAY NOT ADJ01 ^ r 21. ALL LANDSCAPING WITHI ' ' 318 i ; ~ ~ ~ ' ~ 16,639 SF i ~ _ ; 337 l ~ 333 ~ / ~ ~ ~ _ - ' ~ ~ ; ~ 20,947 SF , ~ . 351 _ ~ ;
P UITY INCLUDING MEDIANS AND TRAFFIC ISL+NOS. ~ r ;•`y , ~ ,0 , MAINTAINED BY THE HOME OWNERS ASSOCIATION IN PER ET r ~ ; ~ ~y~ ~ , ~J ; 1s,15a sF i;' ' + 335 ' ~ ~ 17,987 SF ~ ~ ~ ~ _ _
REVIEW AND APPROVAL PRIOR TO APPROVAL FOR THIS r ~ $W 20,087 , ~ ~ 22, AN ENTRY FEATURE PLAN SHALL BE SUBMITTED FOR ,r a a ~ m ~ , ~ T tl ~ 3 r ix ~ / e ~ ~ < I ~ i 334 ~ ~ / r - _ ~ ~-0 / r i i . ` ~ I , r ~ < 17,104 SFi i _ _ _ , _ -
o , SUBDIVISION PLAN. i 16,2 SF~ 1 , ~ ; ' ~ 331 ; I , - _ i 336 ~ ~ + ;16,150 SF ~ - - ; ~ ~ ' - OUp,L11~ H
OF ANY ADJOINING DWELLING SHALL BE 'bAr i ~ NTION DEVICES VISIBLE FROM THE REAR YARD ~ 1 • :~'4 fir,,` a dF ~ ~ 23, STORMWATER DETE ERVE AS BUFFER PLANTMIG WTERIALS. v ~ c c ~ 319 , ~ ~ ~ ' ~ ~ ~ ~ - - _L7 265 SF ~ ~ ~ ~ pENR gS0~N1~ 16,292 SF ~ ~ , , pND
SCREENED FROM OFF-SITE VIEWS. EXCEPT WHERE DEVICE PLANTINGS ALSO 5 ~ \ r a~ ~ ~ - ~ 352 1 _ ~ ~ , i ~ o,
- -WAY EXCEPT WHERE INDICATED ON 1lMS ' N THE PUBLIC RIGHT OF y~ F ~ 32O N LE ARE WITHI \ _ 20142 S ; 24, ALL SIGHT DISTANCE TRIA G 10,x300, _ i i i i i 35 ; IGHT DfSTA ~ €gSE1v1ENT ! 1 15,748 SF , ; ; ~ -
T RNAL SIGHT TRIANGLE ARE MEASURED AS ~ ~ ~~,~@ E ~ ' IN E ~ ~ SHEET. ' INTAINEO BY THE HOMEOWNERS ASSOCIATION. ALL BUFFER AND `c ~ 18,015 SF.---'' m3 ~ i i 18,022 SF -
F NCES IN BUFFERS WILL BE MA " 25. ALL BUFFERS ANO E NE EASEMENT$. RAINAGE u ~ ~ D
CATIONS MUST BE FREE OF ANY EASEMENT SUCH AS SEWER, WATER, AND STORM ` / STREETSCAPE LO THE SITE RE INDICATED ON ~ / ~ i ~ ~ ` LOTS WHE ~ ~ ~ IfnO ~ ~ i ~ _ i
26. SIGHT DISTANCE TRIANGLE EASEMENTS SHALL BE RECORDED ON INOMDUAL ^ y/, , / ~ S~ PLAN, ~ , y ~ B ~ INIq i i i h ~ ne , _ . - ~ i ~ i ~ 353
ROAD AND ASSOCIATED SIDEWALK - ~ - ~ : ~p~ `,~,cs. ~ 321 ~ IT WILL NEED TO BE PROVIDED FOR YATES STORE ~ ~ ~ ,i 27. A LETTER OF CRED ~ 1 i - ~ ; X29 ; ; 2f' B-B ~ i I 1 1 330 5IRt!' ~ Y -
PRI R TO LOT RECORDATION. - ~45 ~ O CONSTRUCTION 0 ~ 18,040 SF , ~ ~ , ~ ~ i ' i ~ ' - - ~ - ' " ~ 1 ~ ; 328 1 li I r ' I 5a' Raw 18,082 SF E i i i , L- ' 1 ' . ' , 11,719 SF ' i r i _ ' ~ _
~ r ; ' ice- -r , , i `~15,46b ~ ; ~-'15,~'fd Sf" ~ _ - T. I !5 87.49'04" W I i 327 ~ i ~ ~ ~ I ~ ~ ~ -
- . - 39 I ~ T _ ~ - _
N ea~3rzr w ,os,.3r t - - _ _ I . r ~ r- - l ~ 324 i i ~ i 326 ~ X15,599 sF ~ , l r-- i i 325 Ili 1
l ~ ~ ~ 1 I ! ^ ,
I i 19,707 SFi i 17,085 SF 1 ~ I ) I ~ i i i i
I ` i ~ ~ i ii! ~ i I
CHAEL L ~ ~ 21, 23 SF ~ ~ D.B. PG. 491 ~ r 323 ~ / ~ ~ 3 ~ ~ ~ ~ 32 ~ i I ~ ~ ~
TYPICAL REAR YARD LANDSCAPE PLAN PARC 1988 ~ ' 24 T . -4 I r rl ! 141 SF I ~ 24,544 SFi ' _ _ _ - - - ~ ~ ~ ~ '0,141 SF I ~ ` 0~ /,lQ DIXON
Other PIN k0. 72401-7852 ~ I r ~ , 20, For Lots Rocking Up To Each - ~ APART OF D,B. 2354, PG 480 a?~ac'E~ ~ L,
t Ade uate Exrstin Ve etation , I ' ' i hou 9 " ¢ C r J` 1 ~ W t q 9 ~ ~ I • ~ PlN NIG 0724.0!-37-5633 ~ ~~~e~~ D,.
PLANT MATERIAL SHALL CONFORM TO H 1 t~' b 1' TOWN OF CARY APPEARANCE MANUAL ~ \ r ~ I I r r ; , / B.F PIN A
~I 1 0 ~ ~ / ~ , 1 ~ I
~ \ Nr` ~ ~ ~ I
a ~ 1 I z Ir ~ ~ ~ / ' I ~ 1~ ~ rr r 1 M~ 4 ~ I
/ ~ , ~ ~r 4 ~ • ~ ~ - APPROVED i
/ - I N ` V / \ P~ - Y'~°p` - ' 1 \ ~ ~ TOWN OF CARY c~
t ~ ~ n r ~ ~ PROJECT # 05-SB-03
~ r • / ~ o~?"'~~ ~
\ ~ ~ HADf TREE 1 ~ - S I i Approved by Date _
& SHRUB ~ , ` W I , / Planning Date
• ~ l Engineering Date
g 100 0 100 200 / ? ~OA
TYPICAL REAR YARD DETAIL , -T
NTS • y SCALE: 1 = 100, t
o - F Sheet No.
b
~ ; B Des gn~ scale No. Revision Date 1'=100'
A TOWN OF CARY 1st REVIEW COMMENTS 4/25/05 EWS EWS SITE PLAN WITHERS R"ENE I PLANNERS I SURVEYORS ENGINEERS
~ 8 TOWN OF CARY 2nd REVIEW COMMENTS 5/31/05 EWS Drawn By Date WELDON RIDGE 111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469-3340 fax: [phone] www.withersravenel.com
7/19/05 EWS EWS 3/7 05 PHASE 11-B 0 CD APPROVAL ~ Checked By Job No.
0 R JAB 203072.13
9 n 9 Y

/ i~ w - ~ \ ~ I F
~ ~ ~ \ ~ ~ 211 J ~ ~ 8 4.87 ~SF ~ Normal Pool Surface Areo 32,630 sf T F ~ ~ ~ ~ W W ~ ~ .
X180 SF ~ ,T ,4~4 SF , ~ ~ r 2 7 I Foreba Area 15% 4 830 sf y ~ ,
I~ ~ ~ Y , , 1 ~ ~ + + ~ A Hi h Marsh 35% m~ y ~ ~ asr~ w
a t-+ , ?15 ~ 9 11,500 sf + +~z . + ~ ~ - + ~ r rA ~ ~ ~ ~ '1~l i ~ ~
LL + + 8 w M •CL L 21 Lo arsh 35% 11,500 sf ' LL LL LL~ ~ ~ ~ ~ ~ y; - l \ r _ J j v/ r
~ - LL LLLLL ~ 0 en Water 15% - - - + LLLL ~ LL LLLL ~ P 4,SOO Sf 4~' . - ~ ~j, 7~9bp ,SF: -
~ ~ + + ~ 3-++ LLLLL LL ~ ~ i. 2 ~ ; + + ; ~ L~~L ~ ~ ` ~ ~ ~ ~ ' : ~ Length of View to be screened 415 FT _ ~ ~ j i ; 1 A~ ~ ~ Cl
` ; I LLLLL` ~ ~ ~ ~ F• _ - + ~ . + LLLL - j _/X i~ _
- - ~ - ' \ ~ ~ - LOCATION QUA SPECI S g~ ,4 + E ROOT + _ f 59~ ~~6 ~ 6'7 , ROOT SPACING ; - ~ ~ '
4 + ~ O j _ ~ 67- + - - ~ ` ~ HIGH MARSH EDGE 767 Blue Flo Iris PEAT POT - - Q / Q L ~ 9' PEAT POT 2 , . ~ , 0C G
~ + ~ ~I~ r~ ~ ' - - ~ 9 - ~ ,a,w . ~ ~ , ~ . 10;516 S~F ~ 0,~ - ~ + / 9 f'"+
HIGH MARSH 192 Shore Rush 1 GALLON 1 GALLON - ~ 4 2' O.C. ~ ~ ' L ~ .I G
+ ~ ~ ~ ~ I _ ~ HIGH MARSH 959 Broadleaf Arrowhead PEAT POT ~ 'LLL ~ P ~ ~ - EAr PoT ~ LL ~ ~ 18 ac, ~
+ ~~~h rr.~vP + + + * + + + ~P ~ ~ ~ , LOW MARSH 1342 Pickerel Weed PEAT POT " + LL ~ PEAT POT 18 O.C. ~ L `
~ _ , _ ~ \ . ,R,
_ ' ' ' ~t~ ~ 6Cl ~ ' - ~ LOW MARSH 575 Lizard's Tail QUART CON + + ~ ~ QUART CONT _ ~ f ~ 2 O.C. - r °~,'i -
+ + + ~ - ' - ` ; . EVERGREEN SCREEN 139 Li ustrum 1 GALLON - . ~ + . 11 13A SF. 8 56~~ SF ~ g 1 GALLON ~ ~ a , 3 O.C. y
+ + + { ~ ~ 8,298 SF _ s ~ - t y, \ L . ,~N D'~
~ I DIMENSIONS ELEV + ~ • _ . - _ - _ ELEV ~ ~ l ~ : ~ ~ ~
- - + ~ I ~ ~ - - - - ~ ~I~. ~L ~ ~ ~ _ , _ NORMAL POOL 32,630 sf 309.00 - - _ - - ~ ~ - - ,y,tl. W W i 309.00 ~ ~ ~ ~ ~ ~ ~
LL , _ , - _ - - , - - - ~ TOP OF DAM WIDTH ' - 10 314 00 , - 314,00 ~ - , * ; ~ ~ ; .
- r - ~ _ ~ ~ - - - - - - _ _ _ - _ ~ _ - -r ~ , ~ ~ - , - _ ' , LL - _ - ~ - ANTI-SEEP COLLAR 48" X 324.00 _ - ~ ~
s ~ - - ~52, - 48 _ - - - L L pl - 324.00 - / ~
_ _ ~ - - - . - _ - 4.00 in 309.00 FIRST FLUSH ORIFICE _ - _ \ + _ O 3' r ` 3 ~ ! . O 309.00 ~ ' - ~ - - ~
_ ~ - - - - ~ ; } + --f- t + + ~ ~ _ TOP OF RISER 312.00 _ _ ~ ~ 8,$.94 ~SF~. 312.00 i ~ I`
~ ~L _ ~ ~ + - ' / ~ ~ LLLLL - - ~ ~ ~ RISER FOOTING DEPTH 2.0 FT - ~ ~ ~ . ~ ~ - ~ 3 , ` ~ . .
' + + + + + + + LLLLLL , ~ - ( - ~ + a-_<, - - -.,._t LLLLLL - `.?N3 :,,~-',,d- - ~ - LLLLL RISR XWI ' - - - , ~ ~ T` I , j . , -
C~ . r -dr' - ~ ; LLB N~ E BO DTH _ , ~ -
- - - ..r"'''K`~- ~ - _ _ * RISER BOX LENGTH ' 1 ~ ~ - - -y _ i ~ ~
- - ~ ~ ' i ~ - ~ - - - - _ v; ~ Q _ - RISER BOTTOM 7 /J~! ` 1 \ ' ' ~ , ~-7~' 1 _ - - -
~ ~ • ~ - 307.00 ~ _ - - - , _ _ . - , _ ~ - A ,;l~ ~ _
~ ~ - ~ , ~ ~ BARREL m L _ . - ~ 56 LF , ~ _ ~ -
~ - - - '1 ~ ~ ~ - _ - BARREL INV IN - ~ ~ - s - ~ , , 307.00 „
~ ~ ~ - _ - 307.00 - _ - ~ BARREL INV OUT PRE-CAST HEADWALL , .2 - ~ - - _ ~ ~ _ - ~L 171 ` -
306.00 30 . - _ _ 4~ ~ ; , , 6 00 _ - l ~ . ,f
, _ ,
E ~ ~ - - ~ - -J , +r _ , ,
~ - - ,I ~ 16
- - `mss ._..lw _
SCALE l.; SCALE 1 = 50 ` - _ ~ In
Normal Pool Surface Areo 12 664 sf
EMBANKMENT Foreba Area 16~ Y 2,000 sf
10'-0" Hi h Marsh 34~ 4 330 sf
SLOPE 9 ,
Low Marsh 34q 4 334 sf
®2.0% 0 en Water 16% 2 f P ,000 s
1'-0" 3 Len th of View to be screened 680 FT
PERMANENT FOREBAY 1~ TOP OF EMBANKMENT PERMANENT POOL 9
LOCATION QUA SPECIES ROOT SPACING
6" PRECAST CONCRETE LID - _ HIGH MARSH/ EDGE 289 Blue Flag Iris PEAT POT ' ~ 2 O,C.
W/ MANHOLE COVER ACCESS 3 3 ~ 3 HIGH MARSH 73 Shore Rush 1 GALLON '
~ 1~ 3 3 l l 11- 2 O.C,
HIGH MARSH 361 Broadleaf Arrowh " ead PEAT POT 18 O,C.
PERMANENT FOREBAY LOW MARSH 506 Pickerel W " eed PEAT POT 18 O.C.
WEIR CREST 6" OPEN ALL FOUR SIDES DETENTION AREA SECTION LOW MARSH 217 Lizard's Tail QUART CONT '
ELEVATION: SEE TABLE NOT TO OPERATING WHEEL SCALE 2 O.C.
EVERGREEN SCREEN 227 Li ustrum 1 g 3 O.C.
NOTE: M1-~ 6" MIN.
PLACE STEM SUPPORT 4"x4" TEE DIMENSIONS ELEV
AT 3' FROM BASE ~.,e X' X X' ID NORMAL POOL 12 664 sf 302.00
PRECAST CONCRETE BOX + + „ „ INTERMEDIATE ATTENUATION ORIFICE SEE TABLE + HIGH MARSH 9 - 18" TOP OF DAAI WIDTH 10' 301.00
( ) + + ELEVATION: SEE TABLE 4"x4" TEE
PERMANENT POOL LOW MARSH O - 9~~ ANTI-SEEP COLLAR 48`X48` 298.
ELEVATION; SEE TABLE GROUT EACH SIDE 9" "FIRST FLUSH" ORIFICE 1.5 in 302,00
ORIFICE OUTLET TOP OF RISER 305.00
sEE CHART FoR slzE - OPEN WATER
4" DIP J T SEALED WITH A-LOCK NEOPRENE GASKET CAST IN MANHOLE WALL RISER FOOTING THICKNESS 1.5 FT
6" NRS GATE VALVE RISER BOX WIDTH 5
LL FOREBAY TEMPORARY SKIMMER ATTACH '0-RING' GASKETED LL RISER BOX LENGTH ' 5
DURING CONSTRUCTION "x4" EE CLASS III RCP
DRAW DOWN OUTLET OUTLET PIPE RISER BOTTOM 299.00
BARREL 30 in 66
~i-/i PAVED INVERT 6., BARREL INV IN 299.00
a', ~///~~/i,// ~ a GROUT BARREL INV OUT PRECAST HEADWALL
~ ~n I a a• N n a 298.00
. ~~e ~ a 8' X 8' CONCRETE FOOTING
(2,500 PSI CONCRETE MIN.
SC ' ALE 1 50
RI R T SE RA D W WN VI IAI L NTS
NOTE: SKIMMERS SHALL BE USED ON PONDS DURING d4 REBAR 12" O.C. EACH WAY i/2" PREFORMED JOINT
EROSION CONTROL PHASE OF PROJECT FILLER, 12" WIDE
CONSTRUCTION SEQUENCE
SKIMMER 1, INSTALL EXISTING POND OUTLET PIPE.
2. INSTALL SILT & TREE PROTECTION FENCE AT TOE OF FUTURE BMP DAM. IMP DAM.
RISER TOP OF DAM 3, INSTALL BMP RISER AND DOWNHILL SLOPE,
~ 4, STABILIZE BMP OAM SLOPES WITH SEED & MULCH.
WATER LEVEL DURING STORM 1' MIN. FREEB~ 5, CONTACT TOWN OF CARY EROSION CONTROL OFFICER FOR REVIEW. _ EMERGENCY SPILLWAY ELEV. 6. BEGIN ROADWAY AND DAM REHABILITATION SLOPE GRADING .w. A A
TRASH H00 PIPE B"
_ 7. MAINTAIN AS MUCH DRAINAGE AS POSSIBLE INTO BASIN. 1= I ~ - 8, ONCE SUFFICIENT AREA IS STABILIZED AND THE TOWN EROSION CONTROL
I I II -I I OFFICER ALLOWS THE REMOVAL F T CONTROL ELEVATION SECTION
I I 0 HE SEDIMENT CONTROL DEVICE III=III= - PEAK FLOW ATTENUATION POOL - - COMPLETE IN - - I STALLATION OF THE PERMANENT STRUCTURE. DICE 2000 PSF MIN.
-I I _ ~ 1= _ _ = MINIMUM SLOPE 3 . 1 9. CALL ENGINEER F R FIN - - 1- _I 0 AL INSPECTION. H3~5` BEARING CAPACi1Y SEE BMP SECTION FOR SIZING DATA I. L =THE LENGTH OF THE PoPRAP APRgI. BENEATH COLLAR
I I =III=1 I = - _ 2. d = 1.5 TIMES THE MAXWUM STONE gAI~TFR BUT NOT TYPICAL ANTI-SEEP CO R
I 1=1 11= _ - LLA PLAN VIEW LESS THAN s' (inches).
I I=~ I I -1 I I-1 = -i -III= _ - _ - _ EARTH DAM NTS 3. IN A WELL-gFINED CHANNEL EX1EN0 THE APRON UP THE
i t III-= _ I I_I I =1 I - - CHANNEL BANKS TO AN ELEVAIKIN OF 6' inches) ABOVE THE MAXIMUM TAILWAIER DEPTH OR TO THE TOP OF THE
-1 I I- _ - - I- a - III-i . BANK, M4IICHEVER IS LESS. L eenneeo
1 _ _ _ _ 1=_ NOTE: RISER BOX, SKIMMER AND OUTLET PIPE SHALL BE -III-= -III-I - - ~ I-I ~ I- INSTALLED PRIOR TO THE BEGINNING OF OVERA ' 4. A FlL1ER BUNKET OR FlLTER FABRIC SHOULD BE eeeo INSTALLED BETNEEN THE PoPRAP A10 SOIL FdMDAlION. eeee• ~H CARD °ooo
i - - - - - - DISSIPATOR PAD LL I=1 I I=1 ~ I=111=I 11= 1= - =1 I i SITE GRADING AND SHALL BE UTILIZED AS A SEDIMENT PIPE ~••.e•a•..~ ~ ~ ~ .o
ANTI-FLOATATION DEVICE _ -i I _ _ - RIP RAP I ~-III= ~ ~ I- I I III-III- - CONTROL DEVICE DURING ROADWAY & UTILITY CONSTR TI ~--I I = - - UC ON. . ~
I ~ ~ -1 I ONCE SITE HAS BEEN STABILIZE AND GRADING IS COMPLETED e A 05-S - B 014
~ I -1 I =1 1= THE BASIN SHALL BE CLEANED OUT AND STABILIZED. THE -I I -III=11= - ~ SKIMMER SHALL BE REMOVED THE BOTTOM DRAIN GL L ~ ~ ~ APPROVED
ALTER c TOWN OF CARP
ANTI- -111_ - - ~ OSED ~ SEEP COLLAR I I (.III=1 I ~ AND THE NORMAL POOL ESTABLISHED. m I i -1 I I=1 I I=1 I I- SECTION'AA' F °°e 0 ''•e•a.•• a°° 1~, AersO °o°~ q ~ ee
~ n BER a' ~~I~'~~'~ '?ape~eeaee• Approved by Oate
(~D~1C'C~ C`f DTI ~1N I Rr.P (MITI FT PIPF_/ - J~y,~ Plnnninn tl.,~..
MAIL No. y vu~c
N --S. PIPE Engineering Date OUTLET TO WELL-DEFINED CHANNEL 04000.21
r _ IE IEFFECTWE:07/01/04
3 N0. Revision Date B Designer Scale 0
W&R 1 30'
e h Drawn By Date WELDON RIDGE Sheet No. WITHERS RAVENEL 1 7
MS 03/24/06 STORMWATE VATER MANAGEMENT BASIN PLAN ENGINEERS I PLANNERS I SURVEYORS
Checked By Job No. PARCEL F- 5 2
s JAB 203072.16 Y 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com ihersravenel.com 'Qp
U

SUMMARY
PHASE 2B 26-A 2B-B 26-C 2B-D Total
NIMUM LOT LANDSCAPE DEVELOPER: OWP MI SCREENING T s REQUIRED OWNER; ZONING FOREST OAKS PDD - SF-8
WN OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NO E TO JC~ PARKER & ORLEANS HOMEBUILDERS, INC.
VAL PROCESS AND HAS NOT BEEN 1, EXISTING VEGETATION WILL BE RETAINED TO THE ALL RIP RAP PADS, DETENTION PONDS AND PARKER & ORLEANS HOMEBUILDERS, INC. PARK A. SIGNAGE IS A SEPARATE APPRO F THIS DEVELOPMENT PLAN, IF MAXIMUM EXTENT POSSIBLE, 211 JAMES JACKSON AVE. - _
R IEWED oR APPROVED AS A PART o OTHER STORMWATER RELATED DEVICES SHALL 211 JAMES JACKSON AVE. 211 Ev YOU ARE REQUIRED TO SUBMIT A UNIFORM SIGN PLAN, YOU MUST HALL BE SCREENED WITH EVERGREEN PLANTINGS 7513 CAR` GROSS ACREAGE 11.76 5,45 9,75 6,34 33,25 CARY, NORTH CAROLINA, 27513
OBTAIN AP PROVAL OF A UNIFORM SIGN PLAN PRIOR TO 2, AFTER DWELLING CONSTRUCTION, EACH LOTS CARP, NORTH CAROLINA, 2 SUBMIT AND THE RECORDING OF LOTS (IF R NAVE TE FOLLOWING REQUIRED PLANTING, SUCH AS WAX MYRTLES TO REDUCE VI U _7223 FAX, 919 380-7225 EL. 0-7225 EL. 919) 380-7223 FAX, [phone] OPEN SPACE RECREATION ACREAGE ( /
THE RE~FASE OF PLATS FO TEL, 919) 380 APPROVED UNTIL ( APPLICABLE), PLATS TO RECORD LOTS CANNOT BE IMPACTS FROM LOTS, PIVEY TTN: BRITT SPIVEY ° R W ACREAGE 1.54 1.51 1.21 0,27 4.53
NIFORM SIGN PLAN HAS BEEN APPROVED, ATTN: BRITT S THE U /
2 LARGE TREES one in the front yard, one in the rear yord) Y AS ( B. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATEL MATURE SIZE = 40 -60' hi NET ACREAGE 10,2 3,9 8,5 6.1 28,77
R UIRED I.E. BUFFER TYPE A, B, C, AND 100' THOROUGHFARE p NTEO SIZE = 2" GAL, & 8' H CONTACT/CONSULTANT: EQ ( ARY SITE INSPECTOR RESERVES THE RIGHT ~ _ 11 54 PROPOSED NUMBER OF LOTS 20 10 13
CORRIDOR BUFFER) THE C PPLEMENTAL PLANTINGS IN ADDITION TO THOSE MALL TREES one in the front yard, one in the reasr yord) RAVENEL INC. TO REQUIRE SU AL FIELD CONDITIONS. b) 2 S ( WITHERS & N OF CARY 1.3 1.7 1, 6 TOW PROPOSED DENSITY (DU/ NET ACRE) 1,7 1.8
SHOWN ON THE PLANTING PLAN BASED ON ACTU MATURE SIZE = 15 -40 H PROJECT # 05-SB-03 .
= 2° CAL & 8' H 111 MACKENAN DRIVE TI N FENCING SHALL BE MAINTAINED UNTIL ALL SITE PLANTED SIZE AROLINA 27511 C. ALL TREE PROTEC 0 E REMOVED PRIOR TO IJOTE, CARY, NORTH C , ENSITY DU NET ACRE 2,0 3,0 4,0 5,0 MAXIMUM D ( / )
WORK IS COMPLETED. THE FENCING SHALL B F ATE OF OCCUPANCY c 4 LARGE SHRUBS (neor foundotion) THIS PROJECT MEETS THE TOWN OF CARY RESERVOIR TEL. [phone] FAX, 919-467-6008 -6008 ° 14 400 14,400 .14,400 MIN LOT SIZE ALLOW 14,400 ,
THE FINAL SITE INSPECTION FOR THE CERTI IC ) , MATURE SIZE = 5 -8 H WATERSHED PROTECTION ORDINANCE (JORDAN LAKE CO , _ ATTN; ERIC W. SIMPSON, PE
( ~ PLANTED SIZE - 30 H F ILITIES WATERSHED) AS A HIGH DENSITY USE WITH THE PR P SED 14 529 15,748 14,728 15,460 MIN LOT SIZE 0 0 ,
D. ALL ABOVE GROUND UTILITY EQUIPMENT AND AC GAS oR P RCENTAGE f~~%~ A OCCATED WITH ON -SITE ELECTRIC, CABLE, TELEPHONE, RUBS near foundotion) PROJECT IMPERVIOUS E WAKE COUNTY PIN NUMBER 07. SS ATED IN THE SIDE OR REAR YARD d) 8 SMALL SH 0724,01-38-4220 (PORTION) JMBER
OTHER SIMILAR UTILITY SHALL BE LOC XTENT POSSIBLE, WITH MATURE SIZE = 2 -4 H 07 0725.03-41-2042 (PORTION} 000 1$ 000 18,000 18,000 MIrJ LOT SIZE ALLOW SOUTHERN BOUNDARY 18, ,
AREA OF THE SITE AND SCREENED, TO THEE MINIMUM OF IZE = 20" H EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW FORA PLANTED S 18 082 20 087 18,040
R ACCESS. ESTIMATE 5,300sgft IMPERVIOUS SURFACE PER LOT A 5 CLEARANCE AROUND THE STRUCTURE TO ALLO W FO c PRESERVED A E FOOTPRINT 1,500 SF FOR MIN SOUTHERN LOT SIZE PROPOSED 18,022
ITI NALLY ANY SIDE OF THE STRUCTURE HAVING A DOOR OR 3, EXISTING VEGETATION OR PLANTING SHALL BE ALLOWS FOR 50x60 B S ADD a LOCK THE PLANTINGS SHALL ALLOW FORA 10' CLEARANCE, THE qND OR PROVIDED WHERE REAR YARDS BACK UP TO ONE WALKS & DRIVES AND ALLOWS 800 SF FOR 17 154 17 991 18,498 AVERAGE LOT SIZE 16,907 ,
' THE SIZE OF THE PLANT / REAR YARDS OR STREET, AMOUNT OF CLEARANCE SHALL ACCOUNT FOR ANOTHER OR ARE VISIBLE FROM THE R OVERRUNS & ADDITIONS. LF WIDENING -
MATERIAL AT MATURITY. THIS EXISTING AND/OR INSTALLED LANi)SCAPE SHALL MEET 0 I ITERIA FOR TYPE 'B' SEMI-OPAQUE BUFFER,
ATED WITHIN A ROADWAY RIGHT-OF-WAY OR EXCEED THE PLANTING CR E, NO TREE SHALL BE LOC STREETS LF 1,050 1,295 1,928 519 4,792
WITHIN 5' OF A SIDEWALK, 4, NO LESS THAN 50 PERCENT OF THE MINIMUM ° 130 3,225 WATERLINE LF 1,050 1,295 750
BE MAINTAINED UNTIL ALL SITE LANDSCAPING SHALL BE VISIBLE FROM THE FRONT F, ALL TREE PROTECTION FENCING SHALL L BE REMOVED PRIOR TO QF THE LOT, 65 567 4,731 SEWER LF 2,640 1,259 Z
WORK IS COMPLETED. THE FENCING SHAL F OCCUPANCY THE FINAL SITE INSPECTION FOR THE CERTIFICATE 0 N TALLED PRIOR TO ISSUANCE 40 3 080 15,120
CO . 5, ALL PLANTS SHALL BE I S SEWER FLOW 5,600 2,800 3,6 , 35,0
( ) OF A CO FOR EACH LOT. G, NO FENCING SHAH BE PLACED WITHIN A BUFFER UNLESS INSTALLED DENUDED ACRES
AT ONE TIME FOR THE ENTIRE LENGTH OF BUFFER OR STREETSCAPE. 0,98 0,79 0,18 IMPERVIOUS SURFACE AREA -INFRASTRUCTURE (SF) 1.00
NEITHER INDIVIDUAL LOT OWNERS NOR THE HOMEOWNER S AS50CIATfON SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR , r~ 5 300 5 300 5,300
PLACING A FENCE IN A BUFFER OR STREETSCAPE, THE FENCE APPROVED BY THE TOWN OF GARY, ~ ~ I I ` V RAGE ALLOWACLE IMPERVIOUS AREA PER LOT (SF) 5,300 I AE '
SHALL BE SUBMITTED TO AND i i --~aE ~ OT AREA 106,000 53,000 68,900 58,300 286,200 y, ESTIMATED IMPERVIOUS SURFACE L
LNG AND ENTRANCE WALLS ~ ~ '~-1O'E'''-~aE ~ s~ / i~ H, DECOIZ4TIVE FENCING, PRIVACY FENC ALONG STREET ' ` WITHIN BUFFERS ANO ~ ~ ~ ~.vz~~ 'il i u u ~Y
PROPOSED TO BE LOCATED WALL SUCH J R-- t ~D'f'7 I I - MST BE APPROVED. PLEASE SHO °o, °~a / ~ ' I - RIGHT-OF WAYS U / ~ ~ ~.*4/ ~ ,~.--za~~--~ ~ r 103 160 65 945 414,462 IMPERVIOUS SURFACE AREA 149,604 95,754 ,
N VIEW OF THE - _ ON THE PLAN INCLUDING AN ELEVATIO y s x- a , ~ ~ / LOCATIONS RS, ,y ~4, COLD \ T' ~'Cr' ~ I , ~ ~a- ~a INDICATING FENCE HEIGHT, MATERIALS AND - 'll~' FENCE '
H THE FENCE - ~ r / ~ ~ ' ~ 4~ ~ ~ PING ASSOCIATED WIT ~til I ~ r- ~ PROPOSED LANDSCA r - SETBACKS ~ ~ 28.62`a r ~ _ _ _ _ _ - - -
RDINANCE MUST ALSO ~ ~ ` THE ZONING 0 INSTALLATION, AS REQU ~ l f ,~lge~- ,apt-'"~'~i-r a0 k~170 ` L}b6..~ 1 N THE ENTRANCE FEATURE PLAN. - ~ - ° ~I~z _ ~ _ s a~ FRONT YARD -COLLECTOR ROAD 25 25 25 25' ~ ube i ,
BE SHOWN 0 ~ t. ` f, f ,,Y i J I ~ - 1 m~'i~ _ ~ 'o. M AVERAGE WIDTH 85' 85 85 85 ,,..m~~s__ ~ uF,, ~ o ~ , °v MINIMU
THE `-mEa-- taca__ 1 ~--iyr"-' " . ~ ! TOWN OF CARP SHALL NOT ALLOW RECORDATION OF LOTS I' MP STATION IS - UNTIL THE NORTH SEWER INTERCEPTOR PU ~T~-~ ~a-, i / > ~i 1,' ~ ^ ~ Eis6 ~ ,
OPERATIONAL No E ~ 48~` ~k^} m.\ ~ °'FO / ,q~ l ~ - ~ 4'` ~'J . ~ SIDE YARD (MINIMUM) 10' 1 O 10 10 ~ I \ i
~ DIE BRANCH IS " ~V/ Cy+. o~ Qo '`~v i 6 ^A p '~_?Y' i'~ ~ A NOTES --~a_--~~.~ ` r ~ a~' ' ~ •J t ' ~ ti--\ , ~ ~ z~.`\. s-__~~ -Y~, , - •,z REAR YARD 20 20 20 20
F ATIONS AND ~ r>~in ~ ~ ti / / - ~ - - N NACCORDANCE WITH THE TOWN OF CARY STANDARD SPECI IC - ~ ~ ~v ~ ~ ; r~vez-_-r
TRUCTION SHALL BE I ~ i~ I 1, ALL CONS ~ _ 1---~ ~ r J d ~ a \ DETAILS AS REVISED JULY i , 2004. - ~ ~ ' ' ~ ~ : _ z~ - ~ ~ CORNER SIDE YARD (FROM R/W) 15 15 5 .~a~~ b v ~ Y _ ~ ...~s. f ~ . r ~ ~ -
ALL BE 27' BACK TO BACK P - - ~ ~ .r"~ 1 - F-WAYS SHALL BE 50 AND STREET WIDTHS S ~ ~ ~ ~ ~ ~ ~ J J ~ x ~ ~ 2. ALL PROPOSED STREET RIGHT 0 0, ~ / ; ~ 1 ~ ~ I .
OTHERWISE. - UNLESS NOTED o ° ~ ~ ^ E APPROVED PUD DOCUMENT. CHECK THE CARY ORDINANCES ,-a~a~u-J- o ~ o -o__ _ L ~ ~ _i1~' ~ -1 °E~ ~ ~ -tea - - -mx[a _
RDANCE WITH TH _ ~ ~ - ' ~ ~ ~ ~ WN IN ACCO _ ' - _ r---'~~ ~ 3. SETBACKS ARE SHO r _ ~ o ~ ~ , KS GARAGES, ETC, J ~ 6~~ ' ~ ~ ~ PORCHES DEC , / ~ ~ FOR Fl' R CONSTRUCTION IS CO.v1PLETED AS PART OF , , t y
ALL BE RECORDED A E zacyy,! ~.,,^yf'~/ ~ ~ i AND PIPELINE EASEMENTS SH - ~ ^ 4, UTILI \ -'1,~ `mac z \ , ~ 6 : a, i ` ' > '@\ '`~'~-1- _ -tdb7 ~ .h ~ ' ~ .1~' J ~ ~l 0 ? 1 m ~i.' - ~~"1`~~44-t-z
THE SUBDIVISION PLAT. ~ ~,a ~ 3'13 I ' 312
5. BOUNDARY INFORMATION IS BASED ON SURVEY BY KENNTH CLOSE, INC. / ~ ~ ~ ~~~se- ~ , ~ INC. l
~ DON TOPOGRAPHIC SURVEY BY KENNETH CLOSE, ~ ~ ~ 16,197 SF , ~ , I 6. DESIGN BASE C0280 E DATED MARCH 3, > ~ _ ~ ~ ~ .18,864 SF ' ' ' I NOT LOCATED WITHIN THESE PARCELS FOR 371$3 P IN S ~ ~ ! ~ _ _ 2 50 Z NE 3 _ -c- \ k\ ~ ``ate i~^~
7. FEMA 100 YEAR FLOOD LA z~_ ~ - ' 1 - t \ ~ Y'~ I ` \ ~ ~ ~ 1. ' r 1992' PRIOR TO CONSTRUCTION. LOCATION OF ~ ~ ~ ~'ib O v 'il NSA 1
RIFY LOCATION OF ALL EXISTING UTILITIES ~ 4 ' ~ 311 ' , RACTOR SHALL VE NSIOERED ONLY ~ \ ,r'~~/ ~ ~ 8. CONT ~ ~
WN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE C ~ } Y- ~ 314 EXISTING UTILITIES SHO ~ c~i° i0 I ~ ~ ? 14,728 SF' ~-Q S is , i ~ ~ ~ r--------~ ~ r ~ ~ ~ ~ - i A5 IIF ~~~~ut-' ~~.a ~222"~PF~•
AS APPROXIMATE. ACCORDANCE WITH TOWN OF CARY STD, 3,16 (REVISED \ ~ SF O 1Z IS i i 308 ° ~ ' i i , i ~E. ~o- ~eoz-' 50.0 ' ~ ~ \ 309 I i ' ;y ~ ~ ~ ~ I 307 ~ ~ ~ ~ ~ ' ~
9. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN INS. TO 1 \ b ~ ~ 15,64 i ~ ~ , iy ~ 4 19 O1 . HANDICAP RAMPS SHALL BE INSTALLED AT STREET INTERSEC I \ I I i ~ _ _ ~ I ,rf1 ~ 305 0,_ - ,N ~ ~ 306 ~ ~ , 1 ~ , rn ~ 5,557 SF , , 15 803 SF ff ~ I ~ _ ~I~ ~ i ;
R TO r ~ I !r~ ~t / / ) THE BACK-OF-CURB, ~ - _ ~ 'fy I 10. ALL CUL-DE-SACS SHALL HAVE A 45' RADIUS FROM CENTE ~,__f~ ~ I i i 4,759 SF i i i r i 304 i n ~ ' ,07 ~ ~ , F 14,722 SF _-s'~ ~'r~.or-__c N
INS BACK OF CURB RADII ARE 25' UNLESS NOTED OTHERWISE r W - - - O ~ ~ 310 ~~p 11. ALL STREET INTERSECT 0 ~ ~ r tf\ ' THERWISE. ~ ~ ~ 1 310 : 14,529 i ~ i , ypr r3or- - 1 ~ - 16,796 SF ~ ~ __r
I S ARE LOCATED WITHIN STREET R/W S OR SHOWN 0 ~ ~ ~ ~ 12. ALL INTERSECTION SIGHT TRIANGLE TOWN FOR REVIEW AND a ~ n HE goo' ~ $ , 16,256 SE-' 256 SE _ ~ i ~ a I ~
13. ALL SPECIALTY STREET SIGNS AND POST SHALL BE SUBMITTED TOT pRl R TO INSTALLATION. ~ ~ ~ ~ ~ 315 ~ r." ~ ~ r , N I - ~ 303 ~ i ' ~ ,
PPR VAL IN ACCORDANCE WITH TOWN OF CARY POLICY STATEMENT N0.85 0 goo' A o ~ Gl' ~ r , M N OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION. - ~ - ""f~"'-" - -
14. COM 0 , ~ ~ 19,627 SF ~ IFr ~ ~ NVIRONMENTAL CONSULTANTS, \ ~ ~ ~i ~ 88'46'51" W188.22' / ~ 1 WETLANDS DELINEATED BY SOIL & E ~ ~ ~ \ (V;^ , l 5 16,112 i ~ j ,
AREAS SHALL NOT 3E CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS ~ ~ r ~ ;W ~ ~ ' 25' Slt 16. DELINEATED WETLAND ~ ~ \ , - DISTANCE EASEMENT p ~ i SIGHt ~ ~ I - ~ 4 302 ' ~ r-----~ ti o`~
THE U.S. ARMY CORPS OF ENGINEERS AND NCOENR. 1 Q;ai 316 ~ ~ SPECIFICALLY PERMITTED BY ~ ~ y `~i F-, ~ , d' ~ r - ~ ~
PONSIBLE FOR ALL INSTALLATION COST ASSOCIATED WITH STREET LIGHTING ~ \ ~ ~ J fn ` ~ 18,960 SF RES ,A 17. THE DEVELOPER WILL BE A ENT STREETS AND THROUGHFARES AS REQUIRED PER TOWN OF CARY ~ A ~ ~ } ~ i , i ~ 1.;,177 SF ~ / I 341 O P ~ ' I • i _ ,p ,Q• l Y < ~ ~ a83 10" W~ iF'
P ED STREETS, ADJ C 1~ J ~ ~ ~ ~ ~ ~ ~ 'a~. A NG ALL PRO OS COMPANY IN ~ ,fA, LO OPER SHALL ALSO CONTACT CAROLINA POWER AND LIGHT 'y 9' y` `9 ~ V i i i 637.22 ' --i ; ~y F I 9~~ ~s~21,18 SF.~ -U N~ i i ; ~ a 0
~ POLICY STATEMENT N0. 13, THE DEVEL PRIOR TO CONSTRUCTION. v` v ~ ~ / ~ ION PLAN ~ ' ~ s~ TING PLAN FOR THE SITE/SUBDIVIS ~ ( ~ ~ ~ y F ~ ORDER TO DEVELOP A STREET LIGH R~eaR S ~ ~ ~ ~ ~ i i 1~ - F ` ~ / 344 ~ 345 i i 346 ' ' ~ ti~ 17,324 Sf _
I LNG OF LOTS OR A BOND MUST BE ~ `r ~ ~ Q , rouN 3 ~ 340 T OCCUR PRIOR TO RECORD ~ ~ 317 - i ' 18. INSTALLATION OF ROAD IMPROVEMENTS MUS ~ ~ +a \ ~ 3, ' N 8831;2 W. 340 ~ ~ i i ~ i ' , ~ ~ / _ _ _ ~ ' i i i F; _ _ 4
POSTED, ~ ~ ~ ,i Ai•~,774 SF ~ ~ 'ta~592 SF ?9- F 77,902 SF. i 17,220 S, / , ~ ~ - Q A1.7,774 SF > , ` ~ ,~RF 1,982 S ~ , i i ; _ _ , ~ ~ 347 ; . , .
I OR COLLECTOR STREET SHALL BE OF UNIFORM DIMENSIONS, HFARE ~ ~ ~ ~ ~ S , R UG e` ~ ~ ~ i ~ Q ' ~ .I' il, ~ ~ 0 N' N J
i 19. FENCING PROPOSED ALONG A THO 0 6 339 P SAL IS NOT PART OF THE APPROVED SITE DEVELOPMENT PLAN, ~ k ~ nox,~ ~p ' F NCE PRO 0 n MATERIALS AND COLORS, IF A E ALL A FENCE UNLESS ALL LOT OWNERS ALONG A ~ ~ v ~~n ~ ~ ; t 4,697 SF , 348 ' ~ 8~ SF ' 342 ~ ~ i , ~ W i W
N T BE ALLOWED TO INST ~ ~ ~ ~ ` ~ THEN INDIVIDUAL LOT OWNERS WILL 0 ALONG ALL PROPERTIES \ CONTINUOUS FENCE 1,087 SF 343 ~ ~ - ~ ~ _ ~.Y ti ~ ut i ~ ~ W' 5F ~ ~ ; ~ , _ ~ ~ ~,g~ ,361 SF h` Q Q y, I
THROUGHFARE OR COLLECTOR STREET AGREE TO INSTALL ONE THE STREET SIDE OF THE ~ ~ ~ ~ IF A FENCE IS PROPOSED, THEN EVERGREEN SHRUBS ON ~ ~ ~ ~ ~ , ADJACENT TO THE STREET THROUGHFARE OR COLLECTOR STREET MUST ~ SF ~ 1 ` , I 19,235 , 15 769 SF ' - _ ~ A , , , ~e ' = a u1
, ALONG A R ` ~ A 5 SPACING WILL BE REQUIRED. FENCING ~ ~ FENCE AT
BE APPROVED PRIOR TO INSTALLATION OF THE FENCE. ~ ~ 20' FIRST ~ ~ ~ . , 338 / ,
SEPARATING TWO ` ` ~ti ' ~ ~ ! PA E ~ A ENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED, OPENS C T PHASE, a ~ ~ 20. ADJ C TH THE ADJACEN 1 l i \i9 929 SF ~ ' x~, N~ ~ > SE 2 ~ ~ ~ 349 6
PR XIMATELY HALFWAY BETWEEN THE PHASES WI , PARCELS WILL BE RECORDED AP 0 -1 l~ a i ; , ~ ~ ~ i ~ ~ PN ~ ' ~ ~ 332 ~ i ~ ~ ~ ~ ~ ~ ~ ' `~16 639 SF ~ ~ -
RI HT-OF-WAY NOT ADJOINING SINGLE FAMILY RESIDENTIAL LOTS SHALL BE ~ I ~ ;Q ; Q 337 THIN STREET G " ~ ! , 21. ALL LANDSCAPING WI ISLANDS. ~ - 318 , Q 337 ~ , - ~ ~ 333 I ~ , ~ , ~ - - ' _ , ' ~ ~ ~ 2o,s47 sF ; I i 351 - -
' PETUITY INCLUDING MEDIANS AND TRAFFIC ~ I I , ~ ,p ''r MAINTAINED BY THE HOME OWNERS ASSOCIATION IN PER I I \ , b W ~ , a ~ ~ ~ < 16,150 SI ;Q ~ i ~ 16 150 SF~~/ ' ' i ' ~ ~ ~ ~ 17 987 5F ~ ' i i ' ~ - _ < 33 334 ~ ~ i r ~ ~ _ - _
REVIEW AND APPROVAL PRIOR TO APPROVAL FOR THIS I ~ I hW 0,087 ~ PLAN SHALL BE SUBMITTED FOR a ~ T~ ' 22. AN ENTRY FEATURE W = ~ 1 - - , i , F ~ ~ ~ , i i i' i ~ 17,1 4 , r ~ ~ "
SUBDIVISION PLAN. ~1 ` a , y ''r ~ ' ~ ~ , - 336 ~ ;16,z8 s 1 ; ~ ~ _ _ ~ - 1 o sF i 33 ~ ~ , .16, 5 r _ , i , ~ ~ i ` ( i a ~ J , i
H REAR YARD OF ANY ADJOINING DWELLING SHALL BE s,~x ~ Qpy ~ ~ / ' 1 I N DEVICES VISIBLE FROM T E I , r ~Y ~Q1 23. STORMWATER DETENT 0 RE DEVICE PLANTINGS ALSO SERVE AS BUFFER PLANTING MATERIALS. t v\ w ~ ~ 319 FF SITE VIEWS. EXCEPT WHE ~ ~ P, ~ ' ~ ~ , ~ ' 11,265 SF r ~ ~ i , 16,292 SF ~ , , , i 1"=
SCREENED FROM 0 I ATED ON THIS ~ ! ~ ~ i ~ ~ - ~ 352 1 ' MM Q ~ 0' V ' - J W ~ ; y t , ~ i ~ .
ARE WITHIN THE PUBLIC RIGHT-OF-WAY EXCEPT WHERE IND C ~ ~ 5 ' 20142 SF Q; ' ~ 320 I HT DISTANCE TRIANGLE ~ \ ~ Q 24, ALL S G - LE ARE MEASURED AS 10' x 300. I HT TRIANG ~ V ~ E r ~ ~ ~ > ~ , ~ ,m 350 IGHT DISTA C€ €AS - 1 15,748 SF ;0~ i ~ ~ ~ k~~t~"
SHEET, INTERNAL S G MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL BUFFER AND ~ ~ ~ , 18,015 SF . ~ - " ' WILL BE ' R E1~ENT ~ _ N N ' - 18 022 SF ~ O ~tR~+
25, ALL BUFFERS AND FENCES IN BUFFERS "M(:NTS. ~ ~'r ~w. ` WER WATER, AND STORM DRAINAGE LINE EASE , m~ _ ,
STREETSCAPE LOCATIONS MUST BE FREE OF ANY EASEMENT SUCH ~ / ~ ~ Q'~~~ MENTS SHALL BE RECORDED ON INDIVIDUAL LOTS WHERE INDICATED ON THE SITE ~ ~ , ~~E J ~ „ ~5 v 2~, v ~ , Q ~ ~~r~, 6 26, SIGHT DISTANCE TRIANGLE EASE ~ ti ~ 2~. ~ 'moo ' ~ ~2 ~ WWV1 ,~~o, e\ .N VASE 26- i I ~ ~L>, a - _ ~ v, ~ ~
PLAN, I ALK ` 1 s ~ ~ ~ s ~ D 353 Q Q a~
I TWILL NEED TO BE PROVIDED FOR YATES STORE ROAD AND ASSOCIATED S DEW ~ ~ , , o ~ , ~ 321 J GP tp ~ , 27. A LETTER OF CREDI ~ 1 ~ ~ Q C , ~lyl ; 329 ; i B B ~y ~ 2 I0 > ~ ~ ~ ~ - _ _ ' 328 1 ~ 330 ~ ~,d' R jw ' 1 IRF ~ i ~ - - , - - - ' ~ ~ 1 ; I 18,082 SF ~ ~U _
N PRIOR TO LOT RECORDATION. I`~45 ~ Q CONSTRUCTED ~P~ ' I ~ ~ ~"v 18,040 SF , ~ `Z' , ~ 1 , 1 ~ , ~ ` ~ ' ~ , 17,719 SF , ; I ' ' - ,
' e ~ ~ 5,460 ~ .a _ T=- , ~ ~ 327 - - ~ - - - - ~ 5 9T49'04" W i ~ + T ~ ~
- - ---t ~t*. _ .f I 3 39 i J p .r. ' ~ ' .15 599 SF i - J s ~ C~
N 88'3127" W 1061.37 . - _ _ r + r s 324 .f I ~ i ~ ~ ~ 326 ~ ~ ~ , ' ~G ~ 324 i 325 i ~ ~ e~ ~ N ' a ~ES3o0 av~'
at ~ t ~ ~ . 22 ~ ~ W ~ ~ ~ ~ ~ 17 085 SF ; ' ~ ~ r W .19,707 SF i ~ ~ y i <
~ < I ff ' ' ~p~p
~ \ \ i ff At USBCI ~ 2, 3SF ~ ~ < !CH E ,I, ~ i / e F > i ' X91 a
~ ~ 323 a D.B. 6 ,LPG. 4911 ~ a ~ ~ , ~ ~ ~ 8 i ~ v ' i ~ \ ( vo !r 24,544 SF ! ~ _ - - - ~ ~ •
I PARC 1982 ~ v !v PLAN ~ 24,544 SF ~ TYPICAL REAR YARD LANDSCAPE r, , -4 W ~1 I F I i ,D. DIXLIN I ~o ~
~r' h Other N N0. 24,01-78527 I I I 20,141 S Far lots Boc ,Ing Up To Eac ~ P! € w tm Ve etation A uate E s ~ I ~ Without deq 9 9 ~ ~ ; ~ APART OF _ D.B. P354, PG, 480 a?tlwir~ ua ~ L
NT MATERIAL SHALL CONFORM TO ~ ~ I ~ ' PLA ~ I ~ I 1 i ~ , ~ PIN N0, 0724.01-37-5633 ~~uctla+ ees~ D.i ~ ~ ~ B.M.
TOWN OF CARY APPEARANCE MANUAL ~ ~ 1 ~ I I i , PIN NL ~ ~ '
~ `1 1 ° ( I ~ ~ i ~ , . f
~ L L a ~ T\ I i I I
r ~ I ~ ~a, L~ ewv 4 \ ~ ~ ~i 4 ~ t APPROVED
N~
i N P ~ ~ e / \ ~ ~ I ~ TOWN OF CARY c~'S~/ - -
PROJECT # 05 SB 03 ~
~ ' i / ~ ~ o~ / I Approved by Date -
H SHADE TREE 1 ~ ~ g I / ~ ` ~ ~ Plannin Date.
c SHRU9 ~ l / ~ ~ ~ g - Engineering Date
2oa ~ ~ r 100 0 ; 00 ~ ~ on~u u~ cone t
_ -rvolrnl Qt-nQ Y4Rf1 f1FTAll !
I I I- I I-% L_ - 1-1 w v- PmEm" w NTS•~ L
t SCALE: 1 = 100 N Sheet Na.
I N
WITHERS R"ENEL Fm L
Date By Designer Scale No. Revision n
A -TOWN OF CARY 1 st REVIEW COMMENTS 4/25/05 EWS EWS 1 100' WELDON RIDGE SITE PLAN ENGINEERS I PLANNERS I SURVEYORS www.withersravenel.com
B TOWN OF CARY 2nd REVIEW COMMENTS 5/31/05 EWS Drawn By Date PHASE II-B 111 MacKenan Drive Cary, Forth Carolina 27511 tel: [phone] fax: [phone]
0 CD APPROVAL 7/19/05 EWS EWS 3/7/05 - Checked By Job No.
9 JAB 203072.13
m 9 Y