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HomeMy WebLinkAbout20140087 Ver 2_Site Plan_20140626c O I U C2 c 0 t U 7 + In c O 0 I O c 7 0 0 N + s 0 L 0 c I C2 O T E 4) CID r 0 J a O N 0 N N — — — — — — — — I— NOW OR FORMERLY - ROSS, JEFFREY A.& LISA L. PIN: 0723610826 u r � r/ \ NOW OR FORMERLY \ BUNCE, WILLIAM D. 11 AND GAIL E. PIN: 0723508938 I � I � \ I 9 � I � \ I NOW OR FORMERLY \ I I PATP N: RICHARD 07 360 654�N Lc N ,I \`ills III \'r ,�1`I \I, �� �1 ' I�lil Dill W�'r�a�Vbs \'c i",RI{ ,I I �� I Ai � , -ter _; x\\\1`11 Il rfril / III „�A i �,' � ' 1 r � 1r, �, � ` I i 1 i� 0/� �'1 41 -i ()w - .q Y 2_4 �Mt � r ,N, ,A4� 17.87 /NOW OR FORMERLY TOWN OF CARY & \ / TOWN OF APEX NOW OR FORMERLY \ PIN: 0722484517 I POOLE, TERRY D. \ / PIN: 0722681610`t NOW OR FORMERLY OTTAWAY, DANNY L. `: / & JOAN M. PIN: 0722682430 i NOW OR FORMERLY LOPEZ, JOFFRE & / TERRY CICHOCKI / PIN: 0722683075 I / I NOW OR FORMERLY LANGDON, MICHAEL E. & DONNA H. NOW OR FORMERLY LYNN, DELINDA L. PIN: 0723720247 I— — NOW OR FORMERLY LYNN, DELINDA L. DAVIS PIN: 0723710656 -------------------------------------- � / / / \ � — -1 - - — __-- _- __- __-- _- _-- __--- -__ -_I r----- - -- - -- L4 — / = I W DATE :M - TRANSPORTATION PLANNING W Z DATE • -a� -/ ------------- DATE :M - BUILDING INSPECTIONS j DATE W a I 'UBLIC WORKS - WATER/SEWER /1 W ca DATE I DATE 'UBLIC WORKS - ELECTRIC PARKS, RECREATION & CULTURAL RES. II * NOW OR FORMERLY II Z n 0 U MOORS, RI W RD D. _ 0 J Z I I Lii NINA a °:O LU O 1 r PIN: 0723711493 II QM I 'I I �SOO'31'52 "W I I I I I 1 I 32.21' J I j - - -- — W i NOW OR FORMERLY j VO, MINH PHUONG THI & LY VHANH CAO I PIN: 0723712077 I I I I I j I — r —� _ NOW OR FORMERLY I Q I I LEE, TODD A. & PIN:07RA D. 03 — ----- - - - - -- ' NOW OR FORMERLY 79074 6 "W JONES, DEBORAH F. �pa°�7. = PIN: 0723701579 ` NOW OR FORMERLY WM -6 FANTASIA, PETER M. - - - - -- - - - - -- Io --- ---- NOW OR FORMERLY PIN: 0723706596 NOW OR FORMERLY k0° 15'30"W JONES, DEBORAH F. I0e' NORTHCUTT, CALVIN N. I I _99.63' :< SIN: 0723701560 ;NJ PIN: 0723801531 F� I �I I \` NOW OR FORMIRLY MAYNARD, IRA HgNRY PIN: 0722990345 NOW OR FORMERL SHIREY, JOHN K. SHIREY, KATHLEEN I PIN: 0723904401 NOW OR FORMERLY BALL, JACQUELINE F. BALL, DAVID C. PIN: 0723903188 \ NOW OR FORMERLY CESPEDES, MERQUTADE$ PIN: 0722997738 I I J4. R FORMERLY ARD F. AR ., .�.. NA C.f', lxp PIN: 072299 15 NOW OR FORMERLY ALLRED, RICHARD E. ALLRED, DORIS W. 5 PIN: 0722897396 CUR �17 UN (n°Oo '� SNOW OR FORMERLY r. MCMAINS, WORTH W. & CAREY M. PIN: 0722888770 QQO�� v` NOW OR FORMERLY HOBBS, RONALD SCOTT & JANET H. PIN: 0722886419 FORMERLY ( 92 LLC !2775509 © 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC. Ak W23 0��.. ••� NOTES: 1. TOPO AND BOUNDARY PROVIDED BY BATEMAN CIVIL SURVEY, PC. 2. SITE IS LOCATED IN THE PRIMARY WATERSHED PROTECTION OVERLAY DISTRICT. 3. APPLICABLE STREAMS ON SITE WERE EVALUATED FOR RIPARIAN BUFFERS. 4. TOWN PROJECT ID 13 -016 THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. :M - ENGINEERING DATE PUBLIC WORKS - ENV. PROGRAMS DATE \ z DATE W DATE :M - TRANSPORTATION PLANNING W Z DATE PLANNING - TRANSPORTATION DATE :M - BUILDING INSPECTIONS caT 4 DATE W a DATE 'UBLIC WORKS - WATER/SEWER FIRE W ca DATE ��V doZ DATE 'UBLIC WORKS - ELECTRIC PARKS, RECREATION & CULTURAL RES. PUBLIC WORKS - S & E DATE SCALE IN FEET 0 100 200 400 600 800 R2 0 ED • OO ZN tiGON t° LO \ z co .... C4 W zmo W 0 W Z w LL Z Z. /A �cy)o c T ZV caT 4 W W a W w Qy ~ ° W ca O ��V doZ Z Lu 0 Z II 0j ocRew Z n 0 U oo _ 0 J Z Z N Lii W a °:O LU O o __ cc _° LL QM d H CID M W Ww H V m ' -lv a cc G W a D he W W cc V Q m Z a Z \ z z o Q J a za Oa U W a O ~z W a z0 OH O z > O N Lu 0 W II Z n 0 U oo ci z y� Lii W m0 W N he W W cc V Q ~ J a Z O W = J a z U W a O LL W O z > 0 z Lu 0 J z _ V n 0 U Q z � J W 3 W a cc 0 W OC w CL W a W Z O LU o W J W W z 0 W Fill- 00 W O 00 LL w r O ' ` co V N 0 a V O y c m cc O O V y O u cc O In W W J LLI r O z C 0) 7 U 00 C 0 U D L C 0 J U L L 0 I 0 + U) C Y 0 0 N + + 0 a� L N 0 Q) L n I 00 M O WN T E L 0 J d a Q0 v w Q 0 N c9 N WETLANDS (TYP.) NOW OR FORMERLY WOLFE, BILLY RAY PIN: 0722598851 NOW OR 'IWN OI WN ( NOW OR FORMERLY AIU/_nAIU RAW`IJACI C TERRY CICHOCKI « nn,nmnv &. PIN: 0722683075 \ \ PIN: 0722780191 KIRKPATRICK TERESA & KENNETH PIN: 0722780191 NO LOTS SHALL BE PLATTED NORTH OF LOT 275 UNTIL SECLUDED ACRES ROAD IS PAVED AND DEDICATED AS A PUBLIC STREET FROM THE SUBDIVISION BOUNDARY TO GREEN LEVEL CHURCH ROAD AND A 150 -FOOT LEFT TURN LANE IS CONSTRUCTED ON GREEN LEVEL CHURCH ROAD AT SECLUDED ACRES ROAD SUBJECT TO NCDOT REVIEW AND APPROVAL Q NOW OR FORMERLY FANTASIA, PETER M. PIN: 0723706596 ----- - - - - -- NOW OR FORMERLY NORTHCUTT, CALVIN N. PIN: 0723801531 JORDAN LAKE 50' RIPARIAN BUFFER (MEASURED FROM TOP OF BANK) TYP. NOW OR FORMERLY CARROL, MICHAEL W. PIN: 0723801216 SEE SHEET C1.4 - -1 I � � W OR FORMERLY :MAINS, DANIEL M. & SUSAN D. PIN: 0722890666 I& ALISON N. NOW OR FORMERLY I PIN: 0722788252 j -' / LEWIS,CHARLES KENNETH & FRANCIS J. I / PIN: 0722784193 NOTES: 1. LIGHTING TO BE DETERMINED LATER 2. SIGHT TRIANGLE SHALL BE 10'X 70' AT ALL INTERSECTIONS &A FEE -IN -LIEU SHALL BE ISSUED FOR PUBLIC RECREATIONS REQUIRMENTS 4.OFFSITE ROAD IMPROVEMENTS: (A) PROVIDE 150-FT LEFT TURN LANE ON JENKS ROAD TO SERVE SITE. (B) PROVIDE 150-FT LEFT TURN LANE ON GREEN LEVEL CHURCH ROAD AT SECLUDED ACRES ROAD (ALL WIDENING SUBJECT TO NCDOT REVIEW AND APPROVAL.) \ NOW OR FORMERLY / \ MAYNARD, HEYWARD F. \ MAYNARD, DONNA C. PIN: 0722993615 / NOW OR FORMERLY BH APEX 92 LLC PIN: 0722775509 © 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC. DEVELOPMENT SUMMARY: 49J .1111:141 a %100 013 Willi! 10111 A. P.I.N. 0722793375 (93.08 ACRES) B. P.1.N. 0722694262 (29.58 ACRES) TOTAL AREA OF TRACTS: 122.66 ACRES ZONING A. EXISTING: RRAND R -80W B. PROPOSED: PUD -CZ CURRENTAND PROPOSED 2030 LAND USE MAP-: CURRENT: LOW DENSITY RES. & MED /HIGH DENSITY RES. PROPOSED: LOW DENSITY RES. & MED /HIGH DENSITY RES RESOURCE CONSERVATION AREA: THE PRESERVE AT WHITE OAK PUD WILL EXCEED THE 25% MINIMUM RCA REQUIREMENT AS OUTLINED IN SECTION 8.1.2 OF THE TOWN OF APEX UNIFIED DEVELOPMENT ORDINANCE. (ACUAL BOUNDARY REFLECTS 123.74 AC.) (GIS)TOTAL PROJECT AREA: 122.66 ACRES = RCA REQUIRED: 30.66 ACRES (25 %) = RCA PROVIDED: 32.34 ACRES (26.4 %) ' (SUBJECT TO CHANGE BASED UPON FINAL ENGINEERING DESIGN AND PLATTING, HOWEVER DEDICATED RCA SHALL EXCEED 25 %) PROPOSED DEVELOPMENT DENSITY & SETBACKS: A. MAXIMUM DENSITIES LOW DENSITY SINGLE FAMILY: 117 LOTS MEDIUM DENSITY SINGLE FAMILY: 121 LOTS HIGH DENSITY TOWNHOUSE: 72 UNITS TOTALS: 310 UNITS B. MINIMUM LOT WIDTHS SINGLE FAMILY (LD SECTION) - 65 FEET SINGLE FAMILY (MD SECTION) -40 FEET C. PROPOSED MAXIMUM HEIGHT OF THE BUILDINGS AND NUMBER OF STORIES MAXIMUM HEIGHT: SINGLE FAMILY - 36 FEET TOWNHOMES - 36 FEET DUPLEX/TRIPLEX -48 FEET D. PROPOSED MINIMUM BUILDING SETBACKS MEDIUM DENSITY SINGLE FAMILY:( 8 UNITS/ ACRE) FRONT: 20 FEET SIDE: 5 FEET REAR: 15 FEET CORNER SIDE: 10 FEET LOW DENSITY SINGLE FAMILY: ( 3 UNITS /ACRE) FRONT: 25 FEET SIDE: 7.5' MINIMUM; 15 MINIMUM BETWEEN BLDGS. REAR: 20 FEET CORNER SIDE: 15 FEET MEDIUM/ HIGH DENSITY TOWNHOUSE: ( 14 UNITS/ ACRE) E. PERCENTAGE OF BUILT UPON AREA a. SINGLE FAMILY: 60% MAXIMUM b. TOWNHOMES: 70% MAXIMUM E3 Eg ED ■ 00 .., cc Z ti0004 Wto0 NOW OR FORMIRLY MAYNARD, IRA H NRY PIN: 072299035 3f z WZ WW .. PUBLIC WORKS - WATER/SEWER OW OR FORMERLY ZOo Z 1LLRED, RICHARD E. W ALLRED, DORIS W. / PIN: 0722897396 / co V �Z �00V doZ LU ZH 0� WleW a 00 Per Section 2.3.7(D)(3) of the Unified Development Ordinance (UDO), a development approval COD� Z N LU .. Z LU NO X for Master Subdivision Plans shall automatically expire 4 years after the date of the Town op_ Q MaH J W M W H V � Ilo CC W Z Council's approval [December 17, 2017] or June 30, 2014, whichever comes later if: a a NOW OR FORMERLY &Eo MCMAINS, WORTH W. U" 0 & CAREY M. n" PIN: 0722888770 Z 0 © 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC. DEVELOPMENT SUMMARY: 49J .1111:141 a %100 013 Willi! 10111 A. P.I.N. 0722793375 (93.08 ACRES) B. P.1.N. 0722694262 (29.58 ACRES) TOTAL AREA OF TRACTS: 122.66 ACRES ZONING A. EXISTING: RRAND R -80W B. PROPOSED: PUD -CZ CURRENTAND PROPOSED 2030 LAND USE MAP-: CURRENT: LOW DENSITY RES. & MED /HIGH DENSITY RES. PROPOSED: LOW DENSITY RES. & MED /HIGH DENSITY RES RESOURCE CONSERVATION AREA: THE PRESERVE AT WHITE OAK PUD WILL EXCEED THE 25% MINIMUM RCA REQUIREMENT AS OUTLINED IN SECTION 8.1.2 OF THE TOWN OF APEX UNIFIED DEVELOPMENT ORDINANCE. (ACUAL BOUNDARY REFLECTS 123.74 AC.) (GIS)TOTAL PROJECT AREA: 122.66 ACRES = RCA REQUIRED: 30.66 ACRES (25 %) = RCA PROVIDED: 32.34 ACRES (26.4 %) ' (SUBJECT TO CHANGE BASED UPON FINAL ENGINEERING DESIGN AND PLATTING, HOWEVER DEDICATED RCA SHALL EXCEED 25 %) PROPOSED DEVELOPMENT DENSITY & SETBACKS: A. MAXIMUM DENSITIES LOW DENSITY SINGLE FAMILY: 117 LOTS MEDIUM DENSITY SINGLE FAMILY: 121 LOTS HIGH DENSITY TOWNHOUSE: 72 UNITS TOTALS: 310 UNITS B. MINIMUM LOT WIDTHS SINGLE FAMILY (LD SECTION) - 65 FEET SINGLE FAMILY (MD SECTION) -40 FEET C. PROPOSED MAXIMUM HEIGHT OF THE BUILDINGS AND NUMBER OF STORIES MAXIMUM HEIGHT: SINGLE FAMILY - 36 FEET TOWNHOMES - 36 FEET DUPLEX/TRIPLEX -48 FEET D. PROPOSED MINIMUM BUILDING SETBACKS MEDIUM DENSITY SINGLE FAMILY:( 8 UNITS/ ACRE) FRONT: 20 FEET SIDE: 5 FEET REAR: 15 FEET CORNER SIDE: 10 FEET LOW DENSITY SINGLE FAMILY: ( 3 UNITS /ACRE) FRONT: 25 FEET SIDE: 7.5' MINIMUM; 15 MINIMUM BETWEEN BLDGS. REAR: 20 FEET CORNER SIDE: 15 FEET MEDIUM/ HIGH DENSITY TOWNHOUSE: ( 14 UNITS/ ACRE) E. PERCENTAGE OF BUILT UPON AREA a. SINGLE FAMILY: 60% MAXIMUM b. TOWNHOMES: 70% MAXIMUM E3 Eg ED ■ 00 .., cc Z ti0004 Wto0 CM - TRANSPORTATION N 00" W Zoo O W 3f z WZ WW .. PUBLIC WORKS - WATER/SEWER co T ZOo Z ��� W40 W CNI 11.0 W LU � HOW PUBLIC WORKS - S & E co V �Z �00V doZ LU ZH 0� WleW a 00 Per Section 2.3.7(D)(3) of the Unified Development Ordinance (UDO), a development approval 2 J C7 Z Z N LU .. Z LU NO X for Master Subdivision Plans shall automatically expire 4 years after the date of the Town op_ Q MaH J W M W H V m 'W F > a LU cc V y W C 1. No lots shall be platted North of Lot 275 until Secluded Acres Road is paved and DATE PUBLIC WORKS - ENV. PROGRAMS DATE CM - TRANSPORTATION DATE PLANNING DATE CM - BUILDING INSPECTIONS DATE dedicated as a public street from the subdivision boundary to Green Level Church Road DATE PUBLIC WORKS - WATER/SEWER DATE FIRE DATE at Secluded Acres Road subject to NCDOT review and approval. DATE PARKS, RECREATION & CULTURAL RES. DATE PUBLIC WORKS - S & E DATE H LU J a Z Per Section 2.3.7(D)(3) of the Unified Development Ordinance (UDO), a development approval LL = O C) a�J� for Master Subdivision Plans shall automatically expire 4 years after the date of the Town W CC W Z Council's approval [December 17, 2017] or June 30, 2014, whichever comes later if: a a W Z U" 0 W J LU W Z 0 c a 6 i) The Master Subdivision Plan previously had an expiration date of December 31, 2012 or later; Z N m ii) The use authorized by the development approval for the Master Subdivision Plan has not commenced; or Z iii) Less than ten percent of the total cost of all construction, erection, alteration, excavation, W 3 W demolition, or similar work on any approved development has been completed on the site. Z With respect to phased development, this requirement shall only apply to the first phase. O' CO H = CURRENT LOT COUNT (PER CURRENT MASTER PLAN) J �p 85' LOTS: 50 70' LOTS: 67 o c 50' LOTS: 121 a N TOWNHOMES: 72 W J II TOTAL 310 UNITS O LINEAR FEET OF PUBLIC STREET: 15,784 FT 00 Z W LINEAR FEET OF PUBLIC SEWER: 20,432 FT LINEAR FEET OF PUBLIC WATER: 21,311 FT `- 0 THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. CM - ENGINEERING DATE PUBLIC WORKS - ENV. PROGRAMS DATE CM - TRANSPORTATION DATE PLANNING DATE CM - BUILDING INSPECTIONS DATE PLANNING - TRANSPORTATION DATE PUBLIC WORKS - WATER/SEWER DATE FIRE DATE PUBLIC WORKS - ELECTRIC DATE PARKS, RECREATION & CULTURAL RES. DATE PUBLIC WORKS - S & E DATE Z 0 100 200 w SCALE IN FEET 400 600 800 W W a ~ J a Z O W _ J a LL 0 O C z V W a O LL X Z LU / Z LU J Z LL = O C) a�J� W CC W Z LU a a a W Z U" 0 W J LU W Z 0 c a ° CL W Z 0 a U J y 0 m 0 O V cc `D r z O �MM li O LL LU Cl) J LU cc F_ O Z W 00 W Won LL 0 O C J M Z 0 a U J y 0 m 0 O V cc `D r z O �MM li O LL LU Cl) J LU cc F_ O Z N U w C 0 0 D L C 0 J 0 L L 0 O U) C 0 0 a� �i- 0 a� L Iv 0 N L I 0 3 T E L r m 0 J a v N 00 0 N Q0 N © 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC. / F - I I I / I 1 � \• 1 285 I 1 288 i 297 I 302 / — — ' —\ — — — —� 284 1 I I 289 i 296 / I I i 1 1 301 I I I I I I I 283 i i 290 i i 295 f _ i 1 I 1 300 I 1 SEE SHEET C2.2 I I # 2 2 I 291 i 294 1 1 I 1 1 299 D 1 �� 292 I 298 I SEC L o' D ACRES ROAD 10 I \ / : , , I I �\ . \ , 293 I ac�pUQLo6 HoWD I \ 1 PROPOSED 10" \ PROPOSED 20' TOWN OF APEX SANITARY SEWER EASEMENT - - - - - - - - - -' , - T -------------------- \ N:�% 2 80 ) 278 , i 277 279 i I L - - \ F )WHITE OAK \ EE PUMP STATION - \ JORDAN ANABUFFER 0A \' OF OF BANK) TYP. � (MEASURED FROM OS`\ T _ —�� I 275 \ _ \ \ I ♦ I JORDAN LAKE 50' I _ — — I ► RIPARIAN BUFFER 274 TOPAOFRBANK ) BANK I� \ \ I I \ I Iavw ' 273 \� .'� �I - -- - - - - - -� �N IIQ�za - \ 266 \\ I I \ a_ I; 272 I I - \"- - - I SEE SHEET C2.3 I q \ \ I SEE SHEET C2.8 Iw(q I.1 271 \ E 265 \ \ 264 ` ----- - - - - -- I��p 263 267 ----- - - - - -- , o, I 269 268 H inn / I ' 257 O - - - -- I A I i 256 / i / / 254 1 248 / 23 - -- \ .Ia \ 255 i tt 1 /- - - - - - 253 1 I 247 2f 1 I I I -� ' 23 252 - 246 I 231 I � s l'I� \� I I 1 _ _ _ _I 251 I 245, 23 23 I / 250 / 2 i 234 x °\ 24 243 WETLANDS ( TYP.) °�a\\ `\ I a \`\ `�` 241 242 / /p 150 A LAKE 50' NgSF 149 ` \RIPARIAN BUFFER \ (BiEA FRED FROM U F ` I ROIPARIANABUFFER (MEASURED FROM TOP OF BANK) TYP. SEE SHEET C2.4 1 I I I I � I I 224 I I I I 1 208 I I 1 I 183 I I 223 1 1 196 195 194 193 192 I I 182 I I DATE 1 209 DATE 1 222 1 DATE 210 DATE CM - BUILDING INSPECTIONS 221 j PLANNING - TRANSPORTATION I 211 J , DATE / 220 I II / I DATE II 1 213 , � 1 214 218 \`�`\ 1 Lu c 277 � - - - -- 0 > N I I I � _- :• - Z I j202 203 ` < 1111 187 Y I 204 ` �� 200 Ii 188 - 1 I I 227 x.'205 I I 199 1 I 1 189 \ j 186 I I 1 226 1 Z 198 ' i 190 I I I 185 I 1 206 Z I o 1 225 1 1 1 207 I 1 197 I I 191 1 I- 184 I I ROIPARIANABUFFER (MEASURED FROM TOP OF BANK) TYP. SEE SHEET C2.4 1 I I I I � I I 224 I I I I 1 208 I I 1 I 183 I I 223 1 1 196 195 194 193 192 I I 182 I I \� 8INK )� TYP. \ \ 216 215 147 146 - - - - �• / 115 I ) 114 , 112 \`. 106 \ I moo_ / 111 / / Inc 177 178 179 180 181 PH SE III 176 PHASE 1 168 175 1 169 I 1 170 174 ' 1 173 171 �fl - — - v 172 144 I I \ ` ~^ 143 142 1411 1 140 1 139 138 \ \ AN' LAKE tU P Ip,N BUFFER AEA PIN FROM \ F� \r °. �\ \� �♦ AN `, / 132 07 \��F�Sp`L\ �\ \ / 133 135 134 WATER AND SEWER SYSTEM 1. RALEIGH LAND FUND I, LLC REQUESTS FULL TOWN SERVICES (WATER, SEWER AND ELECTRIC MAY BE APEX OR DUKE ENERGY PROGRESS). CONTACT FOR TOWN OF APEX ELECTRIC UTILITIES IS RODNEY SMITH - 919 - 249 -3342. 2. PROJECT PROPOSES THE EXTENSION OF A 12 INCH DIP WATER MAIN ON JENKS ROAD FROM POINT OF CONNECTION NEAR GREEN LEVEL CHURCH ROAD TO THE INTERSECTION OF WIMBERLY ROAD. A 12 INCH DIP WATER MAIN IS PROPOSED ALONG WIMBERLY FROM JENKS ROAD TO A POINT 1,450 FEET NORTHWEST OR NEAR THE TOWN OF CARY 40 FOOT FORCE MAIN EASEMENT. 3. ONSITE WATER AND SANITARY SEWER MAINS SHALL BE DESIGNED FOR ADEQUATE SIZE PER TOWN OF APEX STANDARDS AND SPECIFICATIONS. 4. FINAL SANITARY SEWER PIPE MATERIAL TO BE DETERMINED AT TIME OF CONSTRUCTION DRAWINGS. 5. SEWER SERVICES IN EXCESS OF 13' DEEP SHALL BE DIP. STORM WATER 1. POST - DEVELOPMENT RATE OF ON -SITE STORMWATER DISCHARGE FROM ENTIRE SITE WILL NOT EXCEED PRE - DEVELOPMENT LEVELS IN ACCORDANCE WITH THE TOWN OF APEX UDO SECTION 6.1 (SEE PLAN FOR TENTATIVE BMP LOCATIONS). THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. CM - ENGINEERING DATE 1 209 DATE 1 222 1 DATE 210 DATE CM - BUILDING INSPECTIONS 221 j PLANNING - TRANSPORTATION I 211 J , DATE / 220 I II / I DATE I 212 1 213 , ;\ 219 1 I 1 214 218 \`�`\ 1 Lu c 277 � - - - -- \� 8INK )� TYP. \ \ 216 215 147 146 - - - - �• / 115 I ) 114 , 112 \`. 106 \ I moo_ / 111 / / Inc 177 178 179 180 181 PH SE III 176 PHASE 1 168 175 1 169 I 1 170 174 ' 1 173 171 �fl - — - v 172 144 I I \ ` ~^ 143 142 1411 1 140 1 139 138 \ \ AN' LAKE tU P Ip,N BUFFER AEA PIN FROM \ F� \r °. �\ \� �♦ AN `, / 132 07 \��F�Sp`L\ �\ \ / 133 135 134 WATER AND SEWER SYSTEM 1. RALEIGH LAND FUND I, LLC REQUESTS FULL TOWN SERVICES (WATER, SEWER AND ELECTRIC MAY BE APEX OR DUKE ENERGY PROGRESS). CONTACT FOR TOWN OF APEX ELECTRIC UTILITIES IS RODNEY SMITH - 919 - 249 -3342. 2. PROJECT PROPOSES THE EXTENSION OF A 12 INCH DIP WATER MAIN ON JENKS ROAD FROM POINT OF CONNECTION NEAR GREEN LEVEL CHURCH ROAD TO THE INTERSECTION OF WIMBERLY ROAD. A 12 INCH DIP WATER MAIN IS PROPOSED ALONG WIMBERLY FROM JENKS ROAD TO A POINT 1,450 FEET NORTHWEST OR NEAR THE TOWN OF CARY 40 FOOT FORCE MAIN EASEMENT. 3. ONSITE WATER AND SANITARY SEWER MAINS SHALL BE DESIGNED FOR ADEQUATE SIZE PER TOWN OF APEX STANDARDS AND SPECIFICATIONS. 4. FINAL SANITARY SEWER PIPE MATERIAL TO BE DETERMINED AT TIME OF CONSTRUCTION DRAWINGS. 5. SEWER SERVICES IN EXCESS OF 13' DEEP SHALL BE DIP. STORM WATER 1. POST - DEVELOPMENT RATE OF ON -SITE STORMWATER DISCHARGE FROM ENTIRE SITE WILL NOT EXCEED PRE - DEVELOPMENT LEVELS IN ACCORDANCE WITH THE TOWN OF APEX UDO SECTION 6.1 (SEE PLAN FOR TENTATIVE BMP LOCATIONS). THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. CM - ENGINEERING DATE PUBLIC WORKS - ENV. PROGRAMS DATE CM - TRANSPORTATION DATE PLANNING DATE CM - BUILDING INSPECTIONS DATE PLANNING - TRANSPORTATION DATE PUBLIC WORKS - WATER/SEWER DATE FIRE DATE PUBLIC WORKS - ELECTRIC DATE PARKS, RECREATION & CULTURAL RES. DATE PUBLIC WORKS - S & E DATE Lu c W I I 167 I I PHASE III I I a 166 A 1 165 li 164 I z� 1 163 � 4 / 162 - / 61 p�0 / 161 0- 160 159 \ Q \ 154 153 � 156 ' � ; '•�- `` \ 4 \ \ \ '• A 1 120 119 118 117 116 95 _ _ \ �ti� 9�� `� °�v 131 ' - , 123 122 12 ° .,�� '•��� \�vo /�� / 96 `\\ \\ y1 – -- – 124 P ASE 1 / / \` .30 , Z �� ' \� ` / 125 PHA E ��� / /;• '� / ��/ 110 104 ` \ ` ` ��. \�_ . 129 0o ��. ~`\ II `PQ�' /' 97 94 �� / `�° I� \` '\ w`�\ p 128 127 126 �....h•�"( ,�/ ���� //� , 109 ,1QOQ� / 103 \. w / / I ji 98 I \\ t > A. eQ o / 102 1 108 r / 92 \ \ \ \ _ 'fi•: J: FUTURE / REC. SITE ` 100 84 83 \ / / MAIL X �'°:.� C ♦ / 90 ( ♦ / ♦ t, \ \ \\ \ \ KIOSK ♦ / �4 \ � � I W ��-�;; 132 � � �/ , , -� ;`�.\ \` ,' •� ,, "'a 81 89 1 11 / 1 -� \\ �/: ° \\ �\ 88 %c� MAIL, ` 80 \ (/ % 1 - 5 Y��) o °�'\ J \ 861 \ ` - �� 75 1 ! 5 5 5 5 5 5 5 74 I I 6 t - 731 - -6, I , ARIAFER SEE SH ET C2.5 RIPANBUF / � Q TOPAOFRBANK) TIYP. / �. ,F. R3 E2 ED 001_� dtiCON Z Cc W C4 a^o .� W Z�0 O W 3f z W Z L,.I . - Z— CD 0 e T Zao � � Z �C 4" W W Lu CD LU J W (j) `°' u ca � Z do ZH wleW 0 _00m J C7 Z Z N a So VZVO Q Q MaH CO `J W m �q-v a Lu it V C W Q D a Lu zo CID Z Z O SEE SHEET C2.7 J a J J z V W a O / Ip� Z Pl �o Lu c W \\ 6 0 > N I I I � _- :• - Z 0— II O a�J� Y Lu W Z M CID cc W W a W Z G o W ui W W Z I o / a RO a ~ J a Z O W J z V W a O x Ip� Z �o Z Lu 0 0 0 Z = 1V O a�J� a ~ J a Z O W J z V W a O x Z LU / Z Lu Q Z = 1V O a�J� Y W cc W W a W Z G o W J W W Z I o a ° CL y CI,lIlA1� ui IL •iZ� y 23 W 00 LL SCALE IN FEET Lu N /0 0 100 200 400 600 800 co U V+ O a U O Cl) 0 m 0 O V cc Cl) O V 0 LL W Cl) J Lu cc F_ u Z c r� U 0 U 7 L In c 0 V 0 I 0 0 c 0 0 a� C 0 0 L L0 I Ib M 0 T E 4) L r m 0 J Q m Q 0 N \ Q0 N 2 SEE SHEET C3.2 — VITH CURRENT � I I 1 I I 1 I I _. i SEE SHEET C3.5 i .yam .- ule r, in ice- -- X11■° ►�tt- Vj lid I ' INN I.il=° M Mlliirf�:� \�1\ \U�� '7: �T�I J gyp ' W him : 11w cc W z W CL a a 00. ;1, wa _j0 WE NA J W W z 3 c a in CL pil �.� p ;, All p i'l i � all ME WE 7 qk �qv \� i °+ moo SECLUDED 60 ACRES ROAD PUBLIC R(DW) ■ i� IM -„ I Ilia �1�1� R 1783 Wn W � 00 LL W N M V O 0 _-r 1 ��_ � • III:: �. �`i JORDAN RIPARIAN BUFFER (MEASURED F ROM TOP OF BANK •,•/�1/ �, lo,, FROM "1 .'� _ SEE SHEET C3.3 \y � a - T, ti UV_ o rJORDAN LAKE 50' ROM— ►77)1 JR RIPARIAN BUFFER FROM (MEASURED TOP OF BANK) TYP. I �� K.; ■�' -x.11 /I��� ,:..,,1 \� \�� M�:a \ 7� ,� %� % D�1 °�Fi'1j�j� X11 ���,rr�n1511u6i..i171� `; X71 o, zx ���r �"' / / /z "iii�/����' � —� - -� ���� yam\ �� : ■ ■ ■ \ `� �� ��1�`i ►i Ili \`.� ►�I \L : i %L■'•`+�'*%'I, /�i�c �` `� \111, _. i SEE SHEET C3.5 i .yam .- ule r, in ice- -- X11■° ►�tt- Vj lid I ' INN I.il=° M Mlliirf�:� \�1\ \U�� '7: �T�I J gyp ' W him : 11w cc W z W CL a a wa _j0 WE NA J W W z 3 c a in CL pil �.� p ;, All p i'l W � all ME WE 7 qk �qv moo Ilia �1�1� , Wn W � 00 LL W N M V O 0 _-r a Aq AW JA ww\'g C ■ ■ �o �.. III I .I J NOTES: 1. STORMWATER TREATMENT AND ATTENUATION SHALL ADHERE TO TOWN OF APEX LIDO SECTION 6.1 2. BMP'S MAY SERVE AS SEDIMENT CONTROL DEVICES DURING CONSTRUCTION AND CONVERTED ONCE ONCE DEVELOPED AREA IS BUILT OUT AND STABILIZED. 3. TOPO PROVIDED BY BATEMAN SURVEYING AND REPRESENTS ACTUAL FIELD TOPO 4. BUFFERS, STREAMS, AND WETLANDS FROM ACTUAL SURVEY BY BATEMAN SURVEYING 5. STRUCTURAL BMP'S SHALL MEET OR EXCEED REQUIRMENTS SET FORTH IN SECTION 6.1.12 OF THE TOWN OF APEX UDO. 6. WHEN RCA AND /OR BUFFERS ARE ADJACENT TO A RESIDENTIAL LOT, THEN A GRADING PERMIT FOR THAT LOT SHALL INCLUDETREE PROTECTION FENCING 10' OFF RCA AND /OR BUFFER. LOT GRADING PERMIT MUST BE APPLIED FOR BY THE BUILDER. RCA LEGEND ACTIVE OPEN SPACE PASSIVE OPEN SPACE R2 EE3 ED d00 tiGON Z N t°�v N 0^O > W Z'o Q W� WZ W LL Z z O � r � T ZZ W C4 L0 W W cv)y ~ CD W 0 � O°' ci Z Z ao.. Z I Re Lu O J -i 2 00 J Z Z N a 0;0 .,Z aZU Q CD U LL Qeh d H M �`JW W H V m m Z \ z 9 W ` J TOTAL AREA:. - - - -... - - -- - ---------- - - ---- - - -- .......123.74 AC. z — a RCA REQUIRED:....... .30.66 AC. (25 %) ° � � W TOTAL RCA PROVIDED:.- -. - -- - - - -- - . -. -.- .35.93 AC. (29.0 %) OQC a PASSIVE OPEN SPACE : -- -- -- -- ------ -- ---- - -- -- -- - . -. -. -. -35.26 AC. le W a< ACTIVE OPEN SPACE: ------------ (2. 66 x .25 _ .67 AC. o J Q o Lu N II 00 Z W J �o Q W W Q` z o - z J 23 O W = 0 cc INE 11116411110111�8 L9 \ F 0 J z W > z W J z SCALE IN FEET Q n 0 100 200 400 600 800 H U ~ �_ W Q Z W a © 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC. -v a a 0 n y THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. PUBLIC WORKS - S & E DATE DATE DATE DATE 0 a H V O c/) c Fa 0 O L) D W O V cc O LL In W W J W `c r O z J 3 W cc W z W CL a a wa _j0 W J W W z 3 c a in CL W W � 00 LL W N M V O 0 0 a H V O c/) c Fa 0 O L) D W O V cc O LL In W W J W `c r O z c 0) �I v U w c 0 U D L t c 0 J L L 0 I 0 U) c 7 Y 0 0 a� O L N In N L I 0 im T E L cc I- 0 J d N Q 0 N N ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS IT'S THE LAW! AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW REQUIRES ANYONE EXCAVATING WITH MECHANICAL EQUIPMENT ON HIGHWAY RIGHTS -OF -WAY. PRIVATE UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO NOTE: CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL ALIGNMENT DIGGING. OF EXISTING FORCE MAIN PRIOR TO STARTING CONSTRUCTION. THE ENGINEER NOTES: AND TOWN OF APEX SHALL BE NOTIFIED IF RE— DESIGN IS REQUIRED TO AVOID A 1. ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE. CONFLICT WITH PROPOSED SANITARY SEWER.' 2. CONTACT NORTH CAROLINA ONE -CALL CENTER PRIOR TO ANY CONSTRUCTION. (800) 632 -4949 \ \\ PROP SILT FENCE NOW OR FORMERLY \ \ OUTLET (TYP) MILLS,HAYWOOD JOE ` \ AND VICTORIA LYNN \ \ PIN: 0723513883 \ _ Lz An SILT P )\ FENCING • \ \ \ Ci�\V \ - !: \ �1� ., �'A ,o„ -��,r _> \ �° �— ; ----------- - - - - -- ESPY° REPLACE ELEC FENCE 20' PUBLIC TOWN PV� -C _ o MH � \I \ �'� ETL ADS \ I -� \�\ ` y� \ OF APEX SAN. - °_ _ ( '��� REEK TOP � °o, /X/ \ SEWER EASEMENT �y - - �'`'��V `� E9GE OF WAR \ V 'w�� . �° \.' '� NOW OR FORMERLY - EX. GRAVEL DRIVE Wit' / /// y(x� jX/ \ \ •�\ (REPLACE WITH x o MH 9 \ � y('►' �jX \ ' ( �p ` `'•,' \ ' ; • CQMPACTED GRAVEL) c ;, ^, '��� ROSS, JEFFREY A. & EX. ELEC. FENCE EX. ELEC. FENCE �. p \�\ '� - - -- �` \ ' \ / . yC \ . \ �• EX SILT Y �' ' \� LISA L. `• �,`- % oo' O� FENCE �, �� \'` 9��' \\��. C ��\ \ PIN: 0723610826 •_.._.� •(i�\ Y -; - NOW OR FORMERLY SIL�`I\NCING -� - - -- v \ �. •P •`, cv oQ ,/ - C (TYP l FEp ♦ G \ �•: ` .� '`�' .�•- - .: C \ 50. GAPE R -- LEWTER, JERRY B. \ '�. -'••= t-- • ='''-' ,- ��,, \ ', RIVER B„FFE - -- •'� ��� `8„ e �. AND SHELBY R. \ EX. FORCE PROP SILT FENCE A , %Py�___ •� 20, 1 30. •`� o �% PIN: 0723419356 REPLACE ELEC FENCE f �\� �x /����� MAIN VALVE OUTLET (TYP) NOW OR FORMERLY �� o �r ZONE J f BOX � � y� � NE ,.g,. �. , -�-%�' � I � ' '� ,, A BUNCE WILLIAM D. II -�; , -- �' - y • z _ _ o ,, TIN \ AND GAIL E. '�,--- �o-';� .� /'� -� ��� \ \ PIN: 0723508938 - , , '� , _ _ - . - - - - �' THE SIGNATURES AFFIXED BELOW CERTIFY THAT THIS SHEET HAS BEEN REVIEWED AND APPROVED SOLELY PER THE CERTIFICATIONS SIGNED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. \ ,\ \ �; A, •�• �;� \ \ \ •� 1- - • ' i �° / \• ' • CM - ENGINEERING DATE PUBLIC WORKS - ENV. PROGRAMS DATE \ /�•, -_• •'•• \ — WETLANDS CM - TRANSPORTATION DATE PLANNING DATE \ \ \ \ CM - BUILDING INSPECTIONS DATE PLANNING - TRANSPORTATION DATE NOW OR FORMERLY \ \ \ PATON, RICHARD ALAN \ PIN: 0723601654 PUBLIC WORKS - WATER/SEWER DATE FIRE DATE PUBLIC WORKS - ELECTRIC DATE PARKS, RECREATION & CULTURAL RES. DATE PUBLIC WORKS - S & E DATE LEGEND: PROPOSED CENTERLINE PROFILE — - — - — - — EXISTING CENTERLINE PROFILE E3 1 00 V O O C4 �► W z�o = m Z Lu J il W p �Q7 r `� c z o W Z C4 M.. W W ^ J Z (� o Q CV CO Z oNoc � w W O J _j m J _ /�� w z Z a So a V Z Q O o 2 cfl W OC W V ~ O F a y W o z O co > w 280 ER OU - �, ao N 280 Lu a fI I I I M I 0 r - - r - 275 o ! ! a ~ `) o _ m 275 z I I_ r I_ to N N = N Z m Z o Lu a o O Q J Q W y > ic s' II x c I Lu • _ _ - _ _I CID II �- I _ a I ,. + + - V) _ - - a voi °C0 vN 0Q_ a° cn 270 o c oa I 270 - = - - AI a C tO � . u _ o I 3 ,,y ,�G - - i i a =o - O M � 1 260 255 uj W i H � Z - J J O W O Oa G Lu a x IL o z J Q W >z W z O 0 � W ru = J Lu � � W W a a n oa MID- l- LF - 8" PVC Q Zo I I - LF - 172.77 @ 0.52% - I I MAIN „PVC @ 1 .11% j - -. - 280.50 -.- -. _. \. -, _ - NN 1n . NN °z ZZ �� 255 250 245 _ -,- -. EX. 30" FORCE (CONTRACTOR Ti VERIFY DEPTH) - II �c�c NN _ �.. 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IHESE FLANS AKE NUI IU BE KEHKUUUUEU, UHANUEU UK UU'IED IN ANY FUKM UK MANNEK WHAISUEVEK, NUK AKE THEY IU BE ASSIGNED IU ANY IHIKU KAKIY WIIHUUI FIKSI UHIAINING IHE EXFKESSEU WKIIIEN FEKMISSIUN ANU UUNSENI OF LASS, NIXUN & KLNNEUY, INC. 0 a U 0 y F Fe-0, O F_ 0=c y O III c W a J Lu cc 0 z c U C O U 7 L LID 0 0 I c 7 O O s O N L (n I C2 O T E 4) L r ao 0 J (Z r` Q O N N © 2U1.3 BASS, NIXUN c& KENNtUY, INC. LXNKI 55LY KI SLKVLS 115 UUMMUN LAW UUHYKIUHI AND UIHER F'KUPEKIY HIGH IS IN IHtSt FLANS. IHtSL FLANS AKL NUI I 13L REHHUUUUEU, CHANGED UK UUNILU IN ANY FUKM UK MANN EH WHAISULVI =K, NUK ARE IHLY IU tit A55IGNLU I ANY IHIKU PAKIY WIIHUUI - IKSI ObIAINING IHE tXNKtSSI =U WKII ILN NtKMI551UN AN CON SLNI OF tfA55, NIXUN & KENNEDY, INC. O H V O CIO �1 • O L) C/) O V go In W C/) J oWc ve! ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APEX STANDARDS AND SPECIFICATIONS IT'S THE LAW! AS OF JANUARY 1. 1986, NORTH CAROLINA STATE LAW REQUIRES ANYONE EXCAVATING WITH MECHANICAL EQUIPMENT ON HIGHWAY RIGHTS -OF -WAY, PRIVATE m UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL (' Q UTILITIES TWO (2) WORKING DAYS PRIOR TO ✓ i* !4 1 =_- -_ `� �\\ , > ,`'�� �/ SO /v i 45 ,► s 1 �, �\ CO NOTES: 1'1 �°� 1` •' 1 '• x' • I I •• ♦'•� 1• �/ 94 I 1. ALL PIPE LENGTHS OF STRUCTURE ARE MEASURED FROM CENTERLINE TO CENTERLINE OF STRUCTURE. E3 �, / \/ _ .- r I C-) a �` �\ ' N ° A. •' /, ; ; Ilk- Il Q 2. CONTACT m PRIOR TO NORTH CAROLINA ONE -CALL CENTER ANY CONSTRUCTION. (800) 632 AP A- ,_ 7"- / , , / �, / \ - \ -4949 JORDAN LA E50 �. -• 1,. W. E1►RIPARIAN BU ER 1 1 , •.._. ._ ..r• �'1 ♦ i i i j � i i /� i 0 / �' L 8 -_ -__/ -A l 1 \ 96 \ S RED FROM -'• .�•• BANK) TYP: 1 � N 11 T k 1 �\ ' 1/ �� f�/, %��r ' %' �' / /' A- �/ /i ; \r M Clp •�� • -•• ' ( d I - ��' / - - - -- � i \' i/ / �/ %/ `( , / �, j /, I l r - SEw 1N OUTOIP 1 ___ FALL E MH 38 / .`� ,� •�N i. /'t,�� .° �(p •° SJ�O ' ' 1 / at°. /• / / '�1 _. �, F H 29 / / �� , - -� �% ,/ / / /, / /ice ,� r / �' - - -4 -- i /✓ ' � r 1 20, PEU�L 4OWN �� / ( 1 �,, / _ _ o .� /� �'1 - -_MH 37 4 -2Q PUBLIC TOWN - - -_ I 1 OF APj:X SAN. -� / 95 - i of ° ©"T : <. .a o : o S ■ 00 All \ - i / '�� T _ - �,f \�� ' '� /SOFWEk "EASI'ME�1T�1 ( �f // / o SEWER EASEMENT �`` _ _ = ; 2S t>D O 1 \ �° 1 • -.i �/ 8 - P' . 1 •__..i• i /- '�'if) MH 8 ' ' �. \\� PVC '` ,!' 8 �__�H_116 - , I'• /' / // / IJORDA ILAKE1,50,, \` ` /JO �v �\ �/ 3 \�-- - - -'' /� a ti off\` ti V \� / /,; i'• c, � - '• ' / o r- \ * 1 1 ,/ /' // DAN / / r� I' -.� / AN BUFFER \ I rj••� �1 Jam\ 1� \J y N 1 �� Gnit �• \l. �� 00000��n V VC ado. �� m \ \ I \ \ \ r • -•• �'/ > ��d ` -. -. -� / i/ 1 a - — _ _ �\\ 1' �.• +` \ I \ •'1 (MEASURED FROM \ \� I I ♦ TOP OF BANK) TYP �\ \ J ����i� h�. g�� /l4llgl1111111t111 \\ ` V J Z Lu Q�G P�1B�IC TOWN I ao -- / %(PESAN. I _ \ \ \ \ I -_•1 I I 1 1. 1 1 1 \ \ \ fa\ \ \ �I j Imo• I I \ �l 1 \ \ \ \ I �� \ bl I _ m W ci � �\ / �° \ ,•� II �' �'y%E� EA3EM�NT- I T ,- I ,\ \� -- - - - - -, �, \ \ `\ ;. ` \\\ I '� I 1 '�\ `\ \ `. I , f ••I M \ / �? �� \ � Z LL W z W •, H 111 •' /-- \\ \ `\ I lei \ ` �\ o , % / �� 1 o ! \ \ \ \ c �. LI iwp C4 1l •� •� � �� \\ J 2751 = � \ \ \ \ CD Lu 1 \ e � �. %� , /, 0 ( � � , � i \ \ \ \ \ coo m l �` Z do ♦\ =x 9 4 etp- \ 1 r cx \ 1 �' \c a I / 1 G '� \ I I ( i� ONLu Lu O m C� I I I - ' � � � /�'� �- - �/. � - A° �l �d ,/ice / 1 I \t Gp ' Z N W Z All \ A- �j I - THE SIGNATURES AFFIXED BELOW CERTIFY PER THE CERTIFICATIONS SIGNED ON THE THAT THIS SHEET HAS BEEN REVIEWED AND COVER SHEET OF THESE CONSTRUCTION PLANS. APPROVED SOLELY / I \ A4 - J __ _ / / 1� I / �► I Q Al 0 CM - ENGINEERING DATE PUBLIC WORKS - ENV. PROGRAMS DATE � � ; / --- - -1 - -- s p I )MH C'LL 74 LL CD CID d � / �._. '• / SE OUT F `" W � J/ WETLANDS \ c Q' / 2 20' l PUBLIC TOWN / - - -- - - -- / ' W V �S CM - TRANSPORTATION DATE PLANNING 0,- / OF DATE / / SEWER w�' APEX SAN. / EASEMENT Q� 20' PUBLIC TOWN 1 $ APEX \NT f/ H 51 - -r - - -- -� �� SEWER EASEME Q° SEW R OUTFACE D o� / V sv CM - BUILDING INSPECTIONS DATE PLANNING - TRANSPORTATION DATE 4t' - - - - - - - - - - - - - - - - r _� _ N _ ---- ����� 116 1 33 IF / PUBLIC WORKS - WATEWSEWER DATE FIRE DATE �: Q" , � �Q► PUBLIC WORKS - ELECTRIC DATE PARKS, RECREATION & CULTURAL RES. DATE i 52 j z PUBLIC WORKS - S & E DATE / 53 / \ O ti \ L \ LEGEND: a V uj 54 \ PROPOSED CENTERLINE PROFILE W ° ---------- EXISTING CENTERLINE PROFILE o SEWER OUTF I_I IA, I SEWE OUT FALIL I N < Ili II '� -: � -� M r - I III II 295 I I I I _ I � 385 I I -I _ I O II, r - I - I I - _ I ( - I- Ln QM m I N I ,� r + cn a r CL W v1 J a -� I �� �, -I al - - 290 �� M " 380 0 0 IL - ,� _ _ 11 t+H+ _ _ :!C:o N _I z CL �i - - - M I NN _ '` - W �aI a - - Q -. -� `" 285 I 0o __: �I -I I° = ao Qr"', 375 .z uj ,°n - I QO cli ola ° • oo �o 0. =° Q I x I - f I QN M C N v N n -:- / j f a o - oll _ oo Z a w a - f °� 280 I - /. �I �i - 370 o o ill I N / - - I III o� QN - - - I 5 2 7 5 �. I ,� I _I I 66 %• � r alo -'" I I I 3 �I I I W 1 '- - - � � I - -- ate_ I - - 18 F:CI -- ? w D P 2 � -' o� _ I- ao �� -, I I 11 I I I J �:- I O I I - ~ V N , - ,,�� I a� _" �•' I -,• . 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V � 30 +00 31+00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 1+00 2 +00 3 +00 1+00 2 +00 3 +00 © 2U1.3 BASS, NIXUN c& KENNtUY, INC. LXNKI 55LY KI SLKVLS 115 UUMMUN LAW UUHYKIUHI AND UIHER F'KUPEKIY HIGH IS IN IHtSt FLANS. IHtSL FLANS AKL NUI I 13L REHHUUUUEU, CHANGED UK UUNILU IN ANY FUKM UK MANN EH WHAISULVI =K, NUK ARE IHLY IU tit A55IGNLU I ANY IHIKU PAKIY WIIHUUI - IKSI ObIAINING IHE tXNKtSSI =U WKII ILN NtKMI551UN AN CON SLNI OF tfA55, NIXUN & KENNEDY, INC. O H V O CIO �1 • O L) C/) O V go In W C/) J oWc ve! ZONE I OF TEMP. AREA OF OF IMPACT AREA OF INNER 30' OF OUTER 20' OF STREAM IMPACT FOR ZONE I IMPACT FOR ZONE 2 IMPACT FOR IMPACT STREAM IMPACT STREAM I I CONTROL -1 1 CONTROL -1 1 CONTROL DESIGNATION - / • • • - STREAM IMPACT 1 ®� I 1 A / • I .♦♦♦♦♦♦♦ TEMPORARY #08x Mw OR WN OAF IIIIIIIIIII III � . _ 1.,,�i� yr OJO � ►.�� r. ♦ / v� � �� � I- •I I I �I ♦Q ����� °��.. qty ` .� ♦� t� � r. a ' SCALE IN FEET \I �\ \ \ ''� '�� 1+00 2 +00 3 +00 0 15 30 60 90 120 � \ IMPACT A 6/25/2014 2:59:31 PM PL Y:]eremy R: *2013 *13118 - Preserve at White Oak( unstall - Harris) *CIVIL-*Construction *Wetland Impact Maps *IMPACT -A.dgn he W W V a� _jz J OW =a p U O LL 2 = W p �ogZ 0 ~ 0 W Lu Lu M Z 11J CL CL W Z 0 c LLU _j > OCa °~ Lu a I-- � m � Z Y C7 O } T C0 -- m i 0 C0 w O N > Z Z O W 3 = M l­_ < d O < Cr a � o o < Z DOE W gc, Z WN_ Z Z IIZo Y Lu g 9 a7f Lug Z0 91, x J a 2 W z yy�J,gx y L O J J 1 50'1 - - - - - -- - - - - - -- - - - - - -- ------- - - -- - - -- - - -- Oman -- - - -- - - - - - -- -- - - - - - - - - - - -- -- - - - - - -- ------- ------- M--mn— ------ --- ---- ---- ---- a�C- ------ - ----- - - - - -- --- --- --- - - - - - - - - - - - - - -- - -- - -- --- --- ---- ---- ---- ---- - - - - - - - - - -- - -- will --- ---- - - -- - - - - - -- - - -- - -- ----- ----- ------- ------- - - - - - - - -- - -- - - - - - - - - - -- - -- -- -- - - - - - - - - -- -- ---------------------------------------------------------- ---------------------------------------------------------- --------------------------------------------------------- -------------------------------------------------------- -------------------------------------------------------- -------------------------------------------------------- -------------------------------------------------------- ---------------------------------------------------------- ---------------------------------------------------------- -------------------------------------------------------- -------------------------------------------------------- ---------------------------------------------------------- ---------------------------------------------------------- --------------------------------------------------------- 110111111011111 non —mm---------- P=� ILLING BASIN-7 ram-- mm-- mm-- m------------------- - - - - -- Mommommoo I 00000000 00 on —n—nnn / n —n —n —n MEMEMEMEMEMME ---- n--- n- - - n—.� • sdiS 1\4'1 STREAM CHANNEL - --- - -m--- ---- i I RIP-RAP . — ------- n —n —n— n - ------ - - -- ---mil, --I 1 - ' SCALE IN FEET \I �\ \ \ ''� '�� 1+00 2 +00 3 +00 0 15 30 60 90 120 � \ IMPACT A 6/25/2014 2:59:31 PM PL Y:]eremy R: *2013 *13118 - Preserve at White Oak( unstall - Harris) *CIVIL-*Construction *Wetland Impact Maps *IMPACT -A.dgn he W W V a� _jz J OW =a p U O LL 2 = W p �ogZ 0 ~ 0 W Lu Lu M Z 11J CL CL W Z 0 c LLU _j > OCa °~ Lu a I-- � m � Z Y C7 O } T C0 -- m i 0 C0 w O N > Z Z O W 3 = M l­_ < d O < Cr a � o o < Z DOE W gc, Z WN_ Z Z IIZo Y Lu g 9 a7f Lug Z0 91, x J a 2 W z yy�J,gx y L O J J r IMPACT DESIGNATION B AREA OF STREAM IMPACT STREAM IMPACT TYPE IMPACT (LIN. FT.) (SO. FT.) STREAM AND 135 1.160 ,TLAND IMPACT / •.� �. �— PR OPOS•EE D '• HEADWALL (PERNCDOT N 0 STANDARDS O \ A. 1-1-1 /I • AIII TEMPORARY IMPACT FOR EROSION CONTROL SCALE IN FEET 60 :jeremy ZONE 1 IMPACT ZONE 2 IMPACT u AREA OF TEMP. AREA OF TEMP. AREA OF TEMP. INNER 30' OF OUTER 20' OF AREA OF STREAM IMPACT FOR ZONE 1 IMPACT FOR ZONE 2 IMPACT FOR AREA OF TEMP. NEUSE BUFFER NEUSE BUFFER WETLAND IMPACT EROSION CONTROL EROSION CONTROL EROSION CONTROL WETLAND IMPACT (SO. FT.) (SO. FT.) (SO. FT.) (SO. FT.) (SO. FT.) (SO. FT.) (SO. FT.) 6.920 4.106 2.748 41 786 527 473 / N VV O V FOR PEOROSIOI CONTROL N ��• Z '�•. N0 Q •._.. .__ _• W O.� N PROPOSED W Ld 0 HEADWALL Z Zw~ (PER NCDOT N LL m STANDARDS) o Ln m 1 m / / /� /'/� • • �. o NOTE: A SILL WILL BE PLACED IN THE RIGHT \\ (LOOKING DOWNSTREAM) BARREL OF THE CULVERT AT THE FLOODPLAIN ELEVATION. 90 120 IMPACT B WETLAND IMPACT TEMP. WETLAND IMPACT 315 LEGEND � ��IA �_ IL _ I I I I rl 11 II � u 20' ZONE 2 IMPACT F i u 30' ZONE 1 IMPACT / STREAM �_ IMPACT VV O V FOR PEOROSIOI CONTROL N ��• Z '�•. N0 Q •._.. .__ _• W O.� N PROPOSED W Ld 0 HEADWALL Z Zw~ (PER NCDOT N LL m STANDARDS) o Ln m 1 m / / /� /'/� • • �. o NOTE: A SILL WILL BE PLACED IN THE RIGHT \\ (LOOKING DOWNSTREAM) BARREL OF THE CULVERT AT THE FLOODPLAIN ELEVATION. 90 120 IMPACT B WETLAND IMPACT TEMP. WETLAND IMPACT 315 � ��IA �_ IL _ I I I I rl 11 II � 310 I I I 305 -± 300 - =1 295 I = �= I J= =1 290. 280 I I I = l 275 24Ili5 STILLING UKA LF RIPRAP BASIN j j V = 1 ! 2 j l I II 1 mrv'a I ' ' I17A LL 1 11 ILa � IJ STREAM CHANNEL i I _ I 265 "' - INV IN 269.20 �' INV OUT = 268.160 j 2 . t II � 4.1 j j !_j I_ — 260 EL. I I I I CLASS I RIP -RAP I d50 = 2' � id MAX. = 30" 255 1 NOTE 1 1 _ u I ' u• n 11 8 C I I\ jr T 1 1 1 ; ^:uLiii:nTi I,:�R,r 1 ..IfI NIL IL OL II I�Ia 1 �Ml_L. GIU 1 . -J _ INVERT. - STREAM I ! i= 250 - ' I _ = I : *2013 *13118 - Preserve at White Oak (unstall - H(irris)- CIVIL*Construc Hulft mpact Maps* 7 2+00 3+00 W lu cj Q F- _j z J OW 0 U W a z O LL o = W in �o�Z 0 Q ~�U LLI z � Fu 3 W W a Z O a W Z _ c LLU _j > H (J) m Z Y 0 } T M 7 O] M m D o > Z W Sao$ Z W,- W Zy¢O 52 m 2 � Z9.0 WI Z�d=w 0 Z = ¢ m x J i 2 W (60=2= w L O J J go r IMPACT DESIGNATION C I I � I I � 1 I I 1 I I 1 1 I I I I mm.,� ��UIII � • �/ {� TEMPIRARY IMP AC CV) M I I I I I I FOR [ ROS I ON C�p4TR L am Nom_ gw :. ►►� i� ►ice °��j�.�'� � i ii i ������. ������� �1.�� �'��. �Oei!•�� . .-. dam= 335= J I --f— - 01 4 I -TEMPORAR IMP /AC 11",FOR EROSION QON " — I 20, L tit, i1� I j �c 3 ' ZON 1 ; ON 2'1 I11' 2�•� 'I IZ N 2( 30' ZONE 1t 50' E EUS • RIVER \ FROM TOP I I 0 \I ►Iv�E ASU EDI • 0' EUSE RIVER pF B NKDI I I OF R ( MEASURED ; � IF OM 7OP OF B NK) jlll ►O 3 1 I \ /I.' _ -- -- - - - - -- 5 i ' ► SCALE IN FEET / i,/ - —I — 0 15 30 12014 :4 60 :Jeremy 90 120 : *2013 *13118 - Preserve a AREA OF TEMP. AREA OF TEMP. 355 ZONE 1 IMPACT ZONE 2 IMPACT STREAM IMPACT FOR AREA OF INNER 30' OF OUTER 20' OF STREAM IMPACT STREAM IMPACT NEUSE BUFFER NEUSE BUFFER TYPE IMPACT (LIN. FT.) (SO. FT.) (SO. FT.) (SO. FT.) STREAM IMPACT 129 1.359 54871 3.213 nu11� \1 V I I 1 20' ZONE 2 u IMPACT I �� I I � I I � 1 I I 1 I I 1 1 I I I I mm.,� ��UIII � • �/ {� TEMPIRARY IMP AC CV) M I I I I I I FOR [ ROS I ON C�p4TR L am Nom_ gw :. ►►� i� ►ice °��j�.�'� � i ii i ������. ������� �1.�� �'��. �Oei!•�� . .-. dam= 335= J I --f— - 01 4 I -TEMPORAR IMP /AC 11",FOR EROSION QON " — I 20, L tit, i1� I j �c 3 ' ZON 1 ; ON 2'1 I11' 2�•� 'I IZ N 2( 30' ZONE 1t 50' E EUS • RIVER \ FROM TOP I I 0 \I ►Iv�E ASU EDI • 0' EUSE RIVER pF B NKDI I I OF R ( MEASURED ; � IF OM 7OP OF B NK) jlll ►O 3 1 I \ /I.' _ -- -- - - - - -- 5 i ' ► SCALE IN FEET / i,/ - —I — 0 15 30 12014 :4 60 :Jeremy 90 120 : *2013 *13118 - Preserve a AREA OF TEMP. AREA OF TEMP. 355 AREA OF TEMP. STREAM IMPACT FOR ZONE 1 IMPACT FOR ZONE 2 IMPACT FOR EROSION CONTROL EROSION CONTROL EROSION CONTROL (SO. FT.) (SO. FT.) (SO. FT.) 102 908 479 LEGEND 1 20' ZONE 2 u IMPACT 20' ZONE 2 TEMP. IMPACT FOR EROSION CONTROL i 30' ZONE 1 IMPACT 30' ZONE 1 TEMP. IMPACT FOR EROSION CONTROL STREAM IMPACT STREAM TEMP. IMPACT FOR EROSION CONTROL 350 i -44L-�--- / 1 11 i / IMPACT C e Oak(unstall- Harris 360 I I I I I - VIII -% % `_ ;L . _ 355 I I I 350 345 340 ! _ 335 i i 320 1 V 2 r%: C (i�� j - - - -- 315 �-� INV IN = 319.19 �- INV OUT = 31 .40 xi f;KflnF t1.T 310 1 - / I i .N Fib _ 305 I I I I I I I I I I I I I I 300 - I I_ 1 ll�1 l�tiIFTI',I INI- ;.T*' I \VI IIV V;KI_ 295 I I - on� BulI$] mpact Maps* 2+00 3+00 W iu aF- JZ J OW =Q 0 U W a z O LL o = W in �o�Z ru 0 a ~'U � � 3 OCW W a zoa W z - c LLu _j > c a c ~ IIL Lu (J) m w Y Z OOD } M 7 m i M m 0 LLJ 01— > Z 014' , Lucca-. Z Wf-: W Zy¢O z �Z¢O� Lug. 1 z C7 == pz=¢o L< J i 2 W (16 y Z. J J IMPACT DESIGNATION D I W O v� RIP- AP \ L =Q AREA OF AREA OF TEMPORARY WETLAND IMPACT WETLAND IMPACT WETLAND IMPACT TYPE IMPACT (LIN. FT.) (SO. FT.) (SO. FT.) STREAM AND 138 39245 371 ETLAND IMPACT \ �32 C1� IMPACT D :58:15 PM PLOT BY:]eremy R: *2013 *1311E x� 5 -.TEMPORARY IMPACT F-OR €-ROS I OCONTROL LEGEND \ WETLAND \\ IMPACT \` TEMPORARY IMPACT IMPACT DESIGNATION TYPE IMPACT E I WETLAND IMPACT AREA OF Y WETLAND IMPACT WETLAND IMPACT W (LIN. FT.) (SO. FT.) LU 23 101 V QZ�Z J 0 Lu U O U. o = W 0 �ogZ 0 Lu CC Z w it a WZ JOc LLJJwo I d 0 ~ 9L W 2 I-- SCALE IN FEET 0 15 30 60 90 t20 IMPACT E - Preserve at White Oak( unstall - Harris) *CIVIL-*Construction *Wetland Impact Maps *IMPACT -D and E. CID LU Y i 0 7 r 7 ) m m W O N > z W Z W�N LU 4 0 Y Z°ao� ab W¢<1 J.m 0Z=�S x J - 2 W yy� x y Z. J J go 9.- IMPACT DESIGNATION F AREA OF AREA OF TEMPORARY AREA OF Y WETLAND IMPACT WETLAND IMPACT WETLAND IMPACT IMPACT WETLAND IMPACT WETLAND IMPACT W TYPE IMPACT (LIN. FT.) (SO. FT.) (SO. FT.) DESIGNATION TYPE IMPACT (L IN. FT. I (SO. FT.) LU WETLAND IMPACT 43 296 TI c WETLAND IMPACT 10 49 V LEGEND WETLAND _ I �'�., - �/� i/ �� Q Z J IMPACT W — 0 cc �D TEMPORARY 1 // /� W d Z �¢ IMPACT - - /- 0 U. o LU z �� / � ^j �•.�. �� LV z v i i Nd TO- , �� / .�, > W W It ,,� � y < > 3 A OO y p\/ V�� i� / i i \� x \ I `� W a W O 29 ��, - -- ------ ---- - - - --- W ir -f -- r -I. 7- - 0 } C'9 7 m i/ i Z Z O W 3 I\, A I i , i �/ / i �/ / O Q Cr a- / HE , 0HE � H� // � � � � � �.� �� I � � � z � r v I ,' �� I I 1 I — 293 -�� %/ ,: I ' , \ I ' I %i - o `� 1 I I ; I W it" I / ��/ I d� b iI �.� / '.N1 I 1 1 2LUE$� / 1 EMPO ARY IMPACT I v I / 'i �'� 1 1 � Lzu FOR EROSION CONTROL vv li ��` ` `.' I �II11 '•� �� N i I ��� �'� i i pia V`L� v ` ��` �� II i 1 ' / ��• I i co v0 I I 1 1.� �� I i mc°>�� "1 N1 A O �� 8 ♦ v �� v v IMPACT F SCALE N FEET IMPACT G 0 15 30 60 90 120 6/25/2014 2:57:42 PM PLOT BY:]eremy R: *2013 *13118 - Preserve at White Oak( unstall - Harris) *CIVIL-*Construction *Wetland Impact Maps *IMPACT -F and G.dgn r IIMPACT DESIGNATION TRAIL H 2 k 1� 1 I v i1 ,I II \ I I I� I I �I n ►I n ►� 11► I I� II\ moo 1111 1 III I III 111 I II 1 I 1 I 1 I 1 1 I 1 1 1 1 I 1 1 1 I It 1 1 I AREA OF WETLAND IMPACT TYPE IMPACT ISO. FT.) WETLAND IMPACT 50 WETLAND IMPACT \ E It I. WETLAND �IMPACT� NJ TRAIL IMPACT H :14 PM PLOT BY:jeremy R: *2013 *13118 - Preserve a X315 C — i SCALE IN FEET 0 15 30 60 90 120 e uaKl unsta i I -rlarr s I�t,1 v 1 L-xt,Onstruc AREA OF �d IMPACT WETLAND IMPACT W DESIGNATION TYPE IMPACT ISO. FT.I LU TRAIL WETLAND IMPACT 201 vvvvvv 1 � F J c Qz W O' LL o W c \ \ , \ � Z I LU ru \ LU W W a /� Z CL O WZ� W z / LU a o Lu \ l w IC ` \,`, ► LU m co WETLAND \\ \\ 5 >- \ \\ \ PACT \ \ `\ \\ \ �,, \\ 1 o N m \ o \ \ 1 IJ \ / z T z \ \ \ \ \I \ �' \ w 3 m F-- a a � `. 1 `.I \ \ ) o o a ZWwn- \ W ZyZo 330 Y Z °a o m W°sa1 Z VJ =W -ow ` Z �aSO ZOJJ pl " � C a`F El TRAIL IMPACT I mpact Maps *1MHACI -H and l.dgn PERMANENT PERMANENT w PERMANENT AREA OF PERMANENT PERMANENT MAINTENANCE MAINTENANCE = Y ` \ IMPACT MAINTENANCE MAINTENANCE MAINTENANCE CORRIDOR CORRIDOR O LJ.I TYPE IMPACT CORRIDOR CORRIDOR ZONE 1 IMPACT ZONE 2 IMPACT W \` \ DESIGNATION STREAM IMPACT CORRIDOR WETLAND IMPACT INNER 30' OF OUTER 20' OF �\ \ (LIN. FT.) ST(SOO. FT.) (SO. FT.) NEUSE BUFFER NEUSE BUFFER /L \ \ (SO. FT.) (SO. FT.) ` \\ \ STREAM /ACTTLAND 10 58 14818 738 522 AREA OF TEMPORARY TEMPORARY '� a H L z TEMPORARY TEMPORARY TEMPORARY ZONE 1 IMPACT ZONE 2 IMPACT yam - 20' TOWN �F APEX STREAM IMPACT STREAM IMPACT WETLAND IMPACT INNER 30' OF OUTER 20' OF ___ _.i' .�I O W _ o PUBLIC UTILITY (LIN. FT.) (SO. FT.) (SO. FT.) NEUSE BUFFER NEUSE BUFFER W -- •'" I _ a EASEMENT (SO. FT.) (SO. FT.) LJ.I d Z x 10 57 1,394 724 504 �i' C U. o _, .� i W z LEGEND i - -� _ Z Lu g 20' ZONE 2 IMPACT LL, Z W 3 30 ZONE 1 I IMPACT `\ 266 �\ = - i - -_ i W 0 oc STREAM LU LLj it ZONE 2 `♦ I I r W Z 0 o LL 30' ZpNE WE TL AND `♦ i y J > 3 \ \ \��,, ) IMPACT . ♦ I W a uw o lu BUFFEN USE RIVER �♦ ,� I i \ \ \ FROM TjP( MEASUR 1�V268, \�\ I OF BANK) �� ♦, - - - - -- �/i W `vim �� '�t,i,, 10' BUFFER ♦ ♦� '� Z MA I NTENANCE % �� I W 8 CORRIDOR C � I I � _I -- D�'� -��� \` 15' WETLAND ' T" m % �6 I MAINTENANCE Co �, w Y � _ I CORRIDOR 4-, 1 �' _ _ _ C, zO - - - - -- -� A ♦ --- L-- - - - - -- v -3 m - - - - - -- i �� �♦ �' 8„ PVC c`ii. m Ld `1��` SEWER OUTFALL A - z "' z o \ _ W 3 - _ �,' z S Lu 211, OVER WETLANDS w II I viy��v I I / yzoJJ \ I I LL] \ ` - IMPACT J - - - -_I- SCALE IN FEET / _ Iz / I / � 0 15 30 60 90 120 �I I 6/25/2014 2:56:51 PM PLOT BY:]eremy R: *2013 *13118 - Preserve at White Oak(unstall- Harris) *CIVIL-*Construction *Wetland Impact Maps *IMPACT -J.dgn c n 0 U 0 0 L Q) a 0 U 0 E c 0 I c 0 t U 7 L + c 0 U L L 0 O In c 7 0 0 N + + 0 L U) L M O im T E 0 L m I_ 0 J d a N Is 0 N Q0 N I � I \ I \ \ I \ 6 I n I M PACT J IMPACT A I �J r TRAIL I M PACT H / V� I i j-------------------------------------- - - - - -- ----------------------------- __- __ -__ -_. ��--------------- I I i I I I I I I M PACT F I I i II I I l i II I I I ,I II I I - -- — — — — — — I —I -- I M PACT G i II _� ----- - - - - -1 -- — — — --- I ' i------- - - - - -j i I I i I I r– TRAIL IMPACT I 1 © 2013 BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC. i III A'1 I ip IMPACT E i b• :srs�: \ 0 100 200 SCALE IN FEET 400 600 800 0 m �q-v a w V c W a 0 00 ... Z U) ti00N Lu y N0^0 ... > W Z�0 OW Z W Z W LL- Z� T T Z Z °T� Wcam" a W W C-i ~ O CD W co ca 4� do .. Z Lu Z wlew 0J In 0 _�5 J C7 Z Z N ti .. Z a a;0 Lu N 0 x U o0— Q MaH CO W W `J m �q-v a w V c W a 0 he W W a m J a Z Lu y Z V a J a 0 o aCsC I G V W a 2Z x U.) a �O J aQ o N W > WV n Lu O 00 z 0 J 0 _ ti he W W a ~ J a Z O W _ J a z V W a � x j z W > Z Lu z _ G L) aD J� he W in W Z w a a a W QO o W J W W z a 0 c CL ° CL W W W LL 0 O a U O y G M W 0 O H r z O O LL W a J Lu cc O Z