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Home My WebLink About20070295 Ver 4_Site Plan_20140430ME EMENEWAU22am TOTAL WETLAND ACREAGE: 0,98 ACRES TOTAL STREAM LENGTH: 7,584 LF TOTAL PERENNIAL STREAM CHANNEL LENGTH: 5.552 LF TOTAL INTERMITTENT STREAM CHANNEL LENGTH: 2,023 LF mm 1 a , a c.> NC RJENt? HOLDING cllapL+� VILLAGE STE 2 � x a� qp VI(`;4INIlY MAP- NTS ME EMENEWAU22am TOTAL WETLAND ACREAGE: 0,98 ACRES TOTAL STREAM LENGTH: 7,584 LF TOTAL PERENNIAL STREAM CHANNEL LENGTH: 5.552 LF TOTAL INTERMITTENT STREAM CHANNEL LENGTH: 2,023 LF mm 1 m SITA DATA: 1. OWNER j APPLICANT: ALF HOLDING VILLAGE, LLC. WSR HOLDING VILLAGE, LLC C/O READER AND PARTNERS, LLC 2. PROPERTY: DB 9235, PG 1661 OF THE WAKE COUNTY REGISTRY NCDOT FLANS FOR PROJECT # R -28090 3, TOTAL PROJECT AREA. 256.64 ACRES 4. STREAM AND WETLANDS ORIGINALLY VERIFIED BY MR. JAMIE SHERN OF U aACE ON 11- 06-=06 AND RE— VERIFIED BY MR. JAMES LASTINGER OF THE USAGE ON 08 -15 -2012 (AID; SAW 2012- 01298) 5. NEUSE RIVER STREAM BUFFERS VERIFIES} BY MR. ERIC KULZ OF NCDWQ ON 02 -12 -07 AND IS STILL VALID PER NC DEVELOPMENT EXTENSION (SB831) LEGEND: STREAM FEATURE WETLANDS ZONE 1 BUFFER ZONE 2 BUFFER NUNN� 4 �DUa II I\ k/c --------------- ii tt - - - - - - - °' - - - - - - - ----------- - --- --------- ------ --------------------------- ------------------------- ---------------- -- ------------------- ----- ---- - - ----------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------- - - - - - - - - - - - - - - - - - - - - - SITA DATA: 1. Ok4NER / APPLICANT: ALP HOLVIN& VILLAGE, 1-1-0. k45R HOLDING VILLA6E, LLC C/O REAPER AND PARTNERS, LLC, 2. PROPERTY- m 4235, PC? 1661 OF THE WAKE COUNTY RE615TRY W-,DOT PLANS FOR PROJECT # R-280416 5. TOTAL PR0f`ERTY AREA: 258 4. TOTAL PROJECT AREA: 146.q3 ACRES 5. STREAM AND kETLAND5 ORIGINALLY VERIFIED BY MR. JAMIE 5HERN OF U5ACE ON 11-06-06 AND RE- VERIFIED BY MR. JAMES LASTIN(FvER OF THE LroACE ON 08 -15-2012 (AID: 5AK 2012-012qeO 6. NEU5E RIVER STREAM BUFFERS VERIFIED 5Y MR. ERIC KULZ OF NOLV40 ON 02-12-0`7 AND 15 STILL VALID PER Nr-, DEVELOPMENT EXTEN51ON (55a% LEC*-W: STREAM PEATURE 1,,ETLANDS ZONE I BUFFER ZONE 2 BUFMf:Z ZONE I BUFFER IMPACT ZONE 2 BUFFER IMPACT W-n ONAL f fATLVRM HN TOTAL PROPE RTY JJMIC, KT 1. TOTAL RIPARIAN WETLAND ACREAGE: 0.98 ACRES 2. TOTAL STREAM LENGTH: 7,584 LF 3. TOTAL PERENNIAL STREAM CHANNEL LENGTH: 5.552 LF ----- --- 4. TOTAL INTERMITTENT STREAM CHANNEL LENGTH: 2,023 LF JJPJ5VICl1 0NAL FEATWES 14THN PWJWT AFMA 1. TOTAL RIPARIAN WETLAND ACREAGE: 0.57 ACRES 2. TOTAL STREAM LENGTH: 3,972 LF 3. TOTAL PERENNIAL STREAM CHANNEL LENGTH: 1,940 LF 4. TOTAL INTERMITTENT STREAM CHANNEL LENGTH: 2,032 LF W MSnNG 111Fosiv,w& Z uENTIAL'.., or 0 i T > x a Em ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF WAKE FOREST, CITY OF RALEIGH AND NCDOT (WHERE APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS. GRAPHIC SCALE 30 0 15 30 60 1 inch = 30 ft. FINAL DRAWING NOT RELEASED FOR CONSTRUCTION CD *1 LT LIR MIERAL NOTES: 1. CONSTRUCT CONCRETE LEVEL SPREADER UP TO A ZERO PERCENT LONGITUDINAL GRADE TO ENSURE UNIFORM SPREADING OF FLOW. 2. LEVEL SPREADER SHOULD BE CONSTRUCTED ON UNDISTURBED SOIL, AND NOT ON FILL. 3. THE TRIANGULAR CHANNEL SHOULD BE CONSTRUCTED ON A ZERO PERCENT GRADE. 4. THE TRIANGULAR CHANNEL SHOULD BE LINED WITH LANDLOK TURF REINFORCEMENT MATTING 450 OR ENGINEER APPROVED EQUIVALENT. THE TRM MATTING SHOULD BE ANCHORED AND INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 5. THE 3-INCH LAYER OF #57 STONE SHALL BE UNDERLAIN WITH MIRAFI FILTERWEAVE 400 OR ENGINEER APPROVED EQUIVALENT, 30' VEGETATED FILTER TO BE SODDED LEVEL SPREADER STRUCTURE CHART ELEMENT LEVEL SPREADER 'A' LEVEL SPREADER 'B' LEVEL SPREADER 'C' LEVEL SPREADER 'D' LEVEL SPREADER 'E' LENGTH Y (FT) 100 100 100 35 70 L-EL. 'Y (FT) 306.00 290.00 248.00 312.00 312.00 6.0' Ill O' -f CONTRACTOR SHALL PROVIDE STEPS IN ACCORDANCE WITH NCDOT STD. 840.66. STEPS SHALL BE PLACED AT 16" O.C. CONTRACTOR SHALL SHAPE INVERT FOR POSITIVE FLOW TO OUTLET 3" SOLID MASONRY BLOCK UP STUBBED ABOVE GRADE (SEE Y IN CHART FOR LENGTH, 3" SOLID MASONRY BLOCK SEE 'Y IN CHART FOR ELEVATION) LEVEL SPREADER CHANNEL SHALL BE LINED (SEE X IN CHART FOR LENGTH, SEE 'Y' IN CHART FOR ELEVATION) 3-FOOT WIDE LAYER OF #57 STONE WITH CLASS 'B' RIPRAP (4-INCHES DEEP) UNDERLAIN WITH FILTER FABRIC 30' VEGETATED FILTER TO BE SODDED 6# 6-FOOT WIDE (1-FOOT DEEP) TRIANGULAR CHANNEL 0 0.00% SLOPE LINED WITH CLASS 'B' RIPRAP 12" (I (- 11 I I 8" (Typ) 18* 1 f6 3 AREA TO BE EXCAVATED AND -I(1 SOLID MASON Y BLOCK 3 FILLED WITH SELECT MATERIAL, COMPACTED TO 957* MAX STD. PROCTOR DENSITY REINFORCED CONCRETE FOOTING UNDISTURBED EARTH MASONRY BLOCK CROSS- SECTION WNIIIIIIIIIIIM� 6.0, 5.0' RIM EL. = 320.00 CONTRACTOR SHALL PROVIDE STEPS IN ACCORDANCE WITH NCDOT STD. 840.66. STEPS SHALL BE PLACED AT 16" O.C. CONTRACTOR SHALL SHAPE INVERT FOR POSITIVE FLOW TO OUTLET ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN • WAKE FOREST, CITY OF RALEIGH AND NCDOT (WHERE APPLICABLE) STANDARDS, SPECIFICATIONS, AND DETAILS.