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HomeMy WebLinkAbout20040108 Ver 2_Site Plan_20080208r a 0 w Lq 0 O� o� V M N 9, o EF w MU1 w �+ d Z46 Fy r N 3 r N WETLAND ENGINEER SOIL &ENVIRONMENTAL CONSULTANTS, PA 11030 RAVEN RIDGE RD. SUITE 119 RALEIGH, NC. 27614 (919) 846 -5900 off- of o8 V a M� STREAM BUFFER IMPACT PLAN ]PIN # 0750.01 -16 -1447 ENGINEER ELAM, TODD, d'AMBROSI PA CONTACT: BILL NEEDHAM 2880 SLATER ROAD, SUITE 200 MORRISVILLE, NC. 27560 (919) 481 -2021 EMAIL: bneedham @etdpa.com TO US MNY 1 do TOWN OF APEX on ogg 2ND mod' oQ� EXISTING MIRAMONTE SUBDIVISION � PROPOSED GREENWAY TRAIL Vo o OLD �R W Z TO Cc HOLLY W 12 SPRINGS ROAD TO TOWN OF HOLLY SPRINGS VICINITY MAP SCALE: NTS ©2008 by ETd, PA. No portion of the drawings may be copied, reproduced, redrawn or modified without the written consent of ETd, PA. CLIENT McCAR HOMES RYAN SHIRLEY, PE 15401 WESTON PARKWAY SUITE 175 CARY, N 27513 (919) 678 -0016 SHEET INDEX GW -0 COVER GW -1 OVERALL GREENWAY LAYOUT PLAN GW -2 GREENWAY IMPACT DETAILED PLANS GW -3 BRIDGE #1 &BOARDWALK DETAILS GW -4 BRIDGE #2 DETAILS 0%%J111181111/ /' CA RO ' -, �/ ' SEAL Oft 031746 Z; IN Z� QCSGGI�O�!��, FEB 6 20uft WETLANDS AND STORMW Ek 6 ,il tC REVIEW CERTIFICATION BY TOWN OF APEX This drawing has been reviewed by the Town of Apex, and to the best of my knowledge and belief, it conforms to the requirements established in the standard specifications of theTown of Apex. However, this signature does not constitute a variance from any requirements contained in any federal, state, or local ordinance. The developer /engineer /contractor is still solely responsible for meeting all applicable requirements at all times. By: Date: PLANNING/ZONING CERTIFICATION BY THE TOWN OF APEX This construction drawing has been reviewed by the Town of Apex Planning Department, and to the best of my knowledge and belief conforms to the Subdivision or Site Plan that was approved by the Town of Apex Board of Commissioners, and meets the Town of Apex Zoning, Subdivision, or Unified Development Ordinance. This signature does not constitute a variance from any requirements of the originally approved Subdivision or Site Plan cited above, or any federal, state, or local code, law, specification, rule, guideline, or ordinance. It is the sole responsibility of the owner /developer, or any of his agents or contract professionals to ensure that this construction plan meets all the aforementioned requirements. By: Date Director of Planning SURVEYOR KENNETH CLOSE SURVEYING, INC. 970 TRINITY ROAD CARY,, NC. 27511 (919)851 -2344 BRIDGE ENGINEER YORK BRIDGE CONCEPTS, INC. 1419 W. WALTERS AVE. SUITE 116 TAMPA, FL. 33604 (800) 226 -4178 MIRAMONTE GREENWAY as I .50' NEUSE RIVER BUFFER. (BOTH SIDES FROM TOP OF. BANK) PEDESTRIAN BRIDGE # 1 W/ BOARDWALK AT CREEK FUTURE Samoa 4nome GREENWAY Sm""SSm­­ coomm "mom VA 8' GREENWAY ,� .// ' ,f j Jr 109 GREENWAY TRAIL 110 LF. BOARDWALK 'NEUSE BUFFER LOCATED IMPACT AREA #1 i ' / /j o FIELD LOCA SEE SHT. GW-2 FLOODPLAIN MATRIX a' GREENWAY TRAIL NEUSE BUFFER IMPACT AREA #3 WETLAND 1 *034 SQ. FT. SEE SHT. GW-2 _ ,� (0.02 AC.) oo ,y 1101'01� WETLAND 2t268 SO. FT. (0.05 AC.) WETLAND 816 SO. FT. (0.02 AC.) NEUSE BUFFER WETLAND 247 . F. IMPACT AREA #2 (0.0 1 SQ AC.) T SEE SHT. GW-2 WETLAND !iii �i�!i� 58 SQ. FT. I � (o.o1 AC.) � � NOTES: 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE. 2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION. 3. CONTRACTOR SHALL NOT CLEAR OUTSIDE THE LIMIT OF THE TREE PROTECTION FENCING. STANDARD GREENWAY SECTIONS N.T.S. GREENWAY TRAIL (81 OR 10' WIDE) GREENWAY CROSS - SECTION N.T.S. LEGEND EXISTING PROPERTY LINE ADJACENT PROPERTY LINE Same, Samoan, Smmmmmo amovano muma STREAM BUFFER BOUNDARY WETLANDS AREA i �/ i�� STREAM BUFFER ZONE 1(309) STREAM BUFFER ZONE 2(200) STREAMS/PONDS VA 414 D 6 DEN, WTLANDSAND," ic, MIRAMONTE GREENWAY WETLAND ENGINEER SOIL & ENVIRONMENTAL CONSULTANTS, F 11030 RAVEN RIDGE RD. SUITE 119 RALEIGH NC. 27614 (919) 846-6900 BRIDGE ENGINEER YORK BRIDGE CONCEPTS. INC* 1419 W W RS AVE. SUITE 116 TAMPA,. 33604 (800) 226-4178 /: I I � PEDESTRIAN BRIDGE �I i W�� PEDESTRIAN W/ DRIVEN �(m) W/ DRIVEN PILO I � o 356 ROM TOP BANK oe 00 do 00 00or oor db 00 �.. ./ � � AREA EA 623 SF. 000, .6 Ab 4ft 46 46 ZONE t 00or l000r IMPACT AREA dh do 4 MIDDL TOP OF E CREEK BANK R'At SHIRLE PE 15401 EST . PARKWAY UrITE 175 CARP,. 2'513 9 n 678 QQi6 I Num . TREES .% . . ............ _. - -- -- - 970 TRINITY ROAD USUALLY AVAILABLE FROM EARLY DECEMBER THROUGH MARCH AND THIS IS THE CARY, NC. 27511 AR 1 ACER RUBRUM RED MAPLE BARE ROOT SEE NOTES LS 1 LIQUIDAMBAR STYRACIFLUA SWEETGUM BARE ROOT SEE NOTES LT 2 LIRIODENDRON TULIPIFERA TULIP TREE BARE ROOT SEE NOTES PT 2 PINUS TAEDA LOBLOLLY PINE BARE ROOT SEE NOTES SMALL TREES AT 2 ASIMINA TRILOBA PAW PAW BARE ROOT SEE NOTES CC 3 CARPINUS CAROUNIANA IRONWOOD BARE ROOT SEE NOTES CF 2 CORNUS FLORIDA FLOWERING DOGWOOD BARE ROOT SEE NOTES SHRUBS AA 6 ARONIA ARBUTIFOLIA RED CHOKEBERRY BARE ROOT SEE NOTES CA 6 CALLICARPA AMERICANA BEAUTY BERRY BARE ROOT SEE NOTES CF 6 CALYCANTHUS FLORIDUS SWEET SHRUB BARE ROOT SEE NOTES IV 6 ILEX VERTICILLATA WINTERBERRY BARE ROOT SEE NOTES MC 6 MORELI A CERIFERA SOUTHERN WAX MYRTLE BARE ROOT SEE NOTES. IP 16 IVIBURNUM PRUNIFOLIUM BLACKHAW BARE ROOT SEE NOTES 2. PLANT MATERIAL SHOULD BE OBTAINED FROM A NURSERY EXPERIENCED IN GROWING I{ENNETH CLOSE SURVEYING, INC. BARE ROOT & /OR LIVE STATE NATIVE PLANTS. BARE ROOT PLANT MATERIAL IS 970 TRINITY ROAD USUALLY AVAILABLE FROM EARLY DECEMBER THROUGH MARCH AND THIS IS THE CARY, NC. 27511 OPTIMAL TIME FOR INSTALLATION. (919)851 -2344 3. THE PLANTING CONTRACTOR SHOULD ENSURE THAT PLANTS AWAITING INSTALLATION. ARE KEPT MOIST AND SHADED AT ALL TIMES. PLANT ROOTS* SHOULD NEVER BE ALLOWED TO DRY OUT DURING TRANSPORT, STORAGE OR INSTALLATION. 4. THE OPTIMAL TIME FOR SEEDING BARE AREAS WITH A NATIVE GRASS MIX IS LATE W�' TLAND ENGINEER FEBRUARY TO MARCH. A SEEDING METHOD SUITABLE FOR NATIVE GRASS SEED, SOIL &ENVIRONMENTAL CONSULTANTS SUCH AS HYDROSEEDING, IS RECOMMENDED. SEEDED AREAS CAN BE LIGHTLY 11030 RAVEN RIDGE RD. COVERED WITH STRAW WHERE NECESSARY. SUITE 119 RALEIGH, ' NC, :27614 (919) 846 -5900 GENERAL NOTES: BRIDGE ENGINEER � YORK BRIDE CONCEPTS, INC. 1. CONSERVATION AREA WILL BE MAINTAINED BY THE HOME )WHERIS ASSOCIATION 4„f% VT 9fAi TPDQ AIM QT m1k t I a ELF:, TOTDLP d.'IB1 URBAN FI.ANNIlVG LAND$C. APE ARCHITE( CIVIL ENGINEE 4 1 LAND. USE CONSU] w 0 SCALE: NTS A BUTMENT ARE PROPOSED AS DEPICTED ON DRAWING, UPON FURTHER INFORMATION SUPPLIED TO YBC9 R EQUIREMENTS MIGHT CHANGES a ' �la�, as W�ts td ota � of Yoh p Can e Y I" not to be n9 o"Cad or , d ear ate purpo�ss Sher than 3' fv �ntmudad by the WOW r fmm Yct i� BRIDGE # i SEC"'N SCALE: NTS N LM WETLAND ENGINEER SUITE It 9 RALEIG"ri IwC. 27614 (919) 846 -5900 BRIDGE. ENGINEER YORK BRIDGE `CONCEPT'S, INC* 1419:: W.` YfALTERS AVE. SUITE 116 TAMPA. FL. 33604 (8Q0) 226 -4178 REVIEW CERTIFICATION BY TOWN OF APEX This drawing has been reviewed by the Town of Apex, and to the best of my knowledge and belief, it conforms to the requirements established in the standard specifications of theTown of Apex. However, this signature does not constitute a variance from any requirements contained in any federal, state, or local ordinance. The developer /engineer /contractor is still solely responsible for meeting all applicable requirements at all times. By: Date: PLANNING/ZONING CERTIFICATION BY THE TOWN OF APEX This construction drawing has been reviewed by the Town of Apex Planning Department, and to the best o� "my knowledge and belief, conforms to the Subdivision or Site Plan that was approved by the Town of Apex Board of Commissioners, and meets the Town of Apex Zoning, Subdivision, or Unified Development Ordinance, This signature does not constitute a variance from any requirements of the originally approved Subdivision or Site PI an cited above, or any federal, state, or local code, law, specification, rule, guideline, or ordinance. It is the sole responsibility of the owner /developer, o- any of his agents or contract professionals to ensure that this construction plan meets all the aforementioned requirements. By' Date Director of Planning TOTAL BRIDGE LENGTH I.Y.�A ___ .'%R..... a ".mod nL1 BRIDGE. #.2 ELEVATION SCALE: NTS MUTME NT ARE PROPOSED AS DSPICTgD ON DRAWING, U PON FURTHER INFORMATION SUPPLIER TO YBC1 REQUIRE NTS MIGHT CHMGES Ths�s � In of swvk a cm soh of Y r a o ta' vied or any man by the auuw w tvm Ps' n fmm ywk Ili E�Cl� Ewe - E As Shown Sofia valise REVIEW CERTIFICATION BY TOWN OF APEX This drawing has been reviewed by the Town of Apex, and to the best of my knowledge and belief, it conforms to the requirements established in the standard specifications of theTown of Apex. However, this signature does not constitute a variance from any requirements contained in any federal, state, or local ordinance. The developer /engineer /contractor is still solely responsible for meeting all applicable requirements at all times. By: Date: t b EVIL t8 ON �w IER PLANNING /ZONING CERTIFICATION BY TIC TOWN OF APEX This construction drawing has been reviewed by the Town of Apex Planning Department, and to the best of my knowledge and belief, conforms to the Subdivision or Site Plan that was approved by the Town of Apex Board of Commissioners, and meets the Town of Apex Zoning, Subdivision, or Unified Development Ordinance. This signature does not constitute a variance from any requirements of the onginally approved Subdivision or Site Plan cited above, or any federal, state, or local code, law, specification, rule, guideline, or ordinance. It is the sole responsibility of the owner /developer, or any of his agents or contract professionals to ensure that this construction plan meets all the aforementioned requirements. By: Date Director of Planning MI�ONTE GREENIVAY off - olog v�k BRIDGE.4.2. DETAILS..--.. CLIENT McCAR HOMES RYAN SHIRLEY, , PE 15401 WESTON PARKWAY. I SUITE 175 CARP. NC. 27513 (919} 878 -0016 NGINEER ELAM TODD, d'AMBROSI PA CONTACT* NEM HAM 2880 SLATER ROAD, SUITE 200 p � MORRISVILLE, NC. 27560 (919) 481 -2021 L5 D EMAIL: bneedh6m6eidpa:c0m FEe 6 2008 S ftU0 NOSANASTp941`W.� KENNETH CLOSE 'SiJI�VEi�ING,` '970:: TRINImY ROAD CARP, NCO..27511 (919)851 -2344 WwT.AI►T11 r'1►T1"'±T1►TiolvD. PLANNING /ZONING CERTIFICATION BY TIC TOWN OF APEX This construction drawing has been reviewed by the Town of Apex Planning Department, and to the best of my knowledge and belief, conforms to the Subdivision or Site Plan that was approved by the Town of Apex Board of Commissioners, and meets the Town of Apex Zoning, Subdivision, or Unified Development Ordinance. This signature does not constitute a variance from any requirements of the onginally approved Subdivision or Site Plan cited above, or any federal, state, or local code, law, specification, rule, guideline, or ordinance. It is the sole responsibility of the owner /developer, or any of his agents or contract professionals to ensure that this construction plan meets all the aforementioned requirements. By: Date Director of Planning