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Home My WebLink About20150112 Ver 1_Site Plan_20140420.0. AF in Tyf S TO XES u OL G � M R CA INA ` >a � .0 � � sr � x • rr �r s s r r IOU d s .. rF �lil1 s 0.0117911 "'no, d A : : �► ; � t SHEET 2 OF 31 SEDIMENT/SKIMMER BASINS c =, s with DETAILS SHEET 3 OF 31 SEDIMENT/SKIMMER BASINS *5 8t *6 with *5 CONVERSION TO DRY DETENTION SHEET 4 OF 31 RISER/SKIMMER BASINS #144 with #3 a #4 CONVERSION TO DRY DETENTION SHEET 5 OF 31 DELIBERATELY BLANK 23 OF 33 SHEET 8 OF 31 CULVERT STREAM CROSSING DETAILS & PIPE & STRUCTURE CHARTS SHEET 9 OF 31 TEMPORARY STREAM CROSSING AND UTILITY CONSTRUCTION SHEET 10 OF 31 UTILITY STREAM CROSSINGS, "` SHEET ,. UTILITY STREAM CROSSINGS, ■ • O STREAM SHEET 12 OF 31 UTILITY CROSSINGS i,RESTORATION SHEET 13 OF 31 STANDARD DETAILS GENERAL STANDARD SHEET 14 OF 31 STANDARD DETAILS - SANITARY SEWER & PIPELINE INSTALLATIOV SHEET 15 OF 31 DETAILS - R SHEET 16 OF 31 STANDARD DETAILS - STORM DRAINAGE s � • SHEET 22 OF 33 SHEET 23 OF 33 SHEET y OF 33 SHEET 25 OF 33 • r a • SCALE: 1 1 r � SURVEYED rr DRAWN DESIGNED APPROVED rs i. F 33 DATE: 2/23/15 PROJECT m 12536-15D 10, I Total Acreage, 30.05 50* RIGHT OF WAY Total Number of Lots, 45 �—u ��w Density, 1.50 Lots per Acre Streets & Slolewatksl-2.71 EASEMENT 10,51 29' B-B 10.5, SHOULDER 28' F-F SHOULDER Dead End Cul-de-Sac Length, 3' � Y-EE PLAN MAY VARY-SEE PLAN WAY VARS 5 ' Type of Review Requested: Preliminary Site C/L 1, S 9.5A -- Sewer, X Public Private Streets, X Public WMOT Sm. 30, CURS & SUTTER ,.5" S 9.58 12' Total Acreage, 38.15 ACRES CURB & OUTTER " Total Number of Lots, 24 Density, 0.63 Lots per Acre �7 Street and Sidewalks, 2.26 Acres 1/4'�/FT7 I/e/ET. I 4/FT. 1/4-/rT. 1/4'/FT. /4/FT Dpen Space, 33.41 Acres Smallest Lot, 46 Min, Lot Width, 85' Min, Setbacks, Front 30' Side 10' Rear 35' WATERSHED, WS IV Watershed —1:1 5' CEINC. SIDEWALK 0 S:E�E CRY OF KING SPEM 3.5' MIN, '�IC;.SIDE ON GRADE ON GRADE MrRS R47A.MTR7 RI. R2, R3, R4. R7 R7 ..0 WATER WATER 3' MW 3' MIN. COVER SANITARY COVER CROSS SECTION SEWER 3' MIN. SANITARY 3, M. COVER SANITARY S IDIIE R CROSS SECTION SEVIER 3' MIN. COUNTRY MEADOWS LOOP 3' MIN, COVER SPRUCE PINE WAY COVER. UNDER 0 4� USE DUCTILE IRON PIPE 10' Total Acreage, 30.05 50' RIGHT OF WAY Total Number of Lots, 45 u7nuTy Density, 1.50 Lots per Acre Streets & Slolewatksl-2.71 EASEMENT 11,5' 27' B-B 11.5' SHOULDER 26' F-F SHOULDER Dead End Cul-de-Sac Length, 3' � /MAY VARY-SEE KAN MAY VARY-SM KAN 5' Type of Review Requested: Preliminary Site C/L I' S 9.5A Private Sewer, X Public Private Streets, X Public NCDOT SIM 30' S 9.58 12' Total Acreage, 38.15 ACRES CURB & OUTTER " Total Number of Lots, 24 Density, 0.63 Lots per Acre �7 Street and Sidewalks, 2.26 Acres _1/4/FT- House / Drives, - 2.48 Acres, — 1/4-/rT. 1/4'/FT. /4/FT Dpen Space, 33.41 Acres Smallest Lot, 46 Min, Lot Width, 85' Min, Setbacks, Front 30' Side 10' Rear 35' WATERSHED, WS IV Watershed —1:1 �5' CONC, SIDEWALK 0 0 SEE CITY OF KING SPECS, :R1, 3.51 MIN, " V " '�IC;.SIDE ON GRADE Sewer, ------ x— Public Private MrRS R47A.MTR7 8" A.E.C. Streets, Public Private WATER 3' MW COVER SANITARY SANUARY SEWER CROSS SECTION SEWER 3' MIN. 3, M. COVER COUNTRY MEADOWS LANE I COVER, UNDO 0 COUNTRY MEADOWS LOOP 4' USE DUCTILE IRON PFE EI MIIII112 ZONM Existing Zoning: CU-PUD-R-15 Proposed Zoning: CU-PUD REVISED Type of Review Requested: Preliminary Site Plan _AppLqva I SrM SM AM COVERAGE Total Acreage, 30.05 acres Total Number of Lots, 45 PEME 19 Density, 1.50 Lots per Acre Streets & Slolewatksl-2.71 Acres House / Drives, 4.65 Acres Dpen Space, 22.69 Acres Smallest Lot, 3 — Min. Lot Width, - 80' Dead End Cul-de-Sac Length, 270'± Min, Setbacks; Front 30', Side 10', Rear 35' Type of Review Requested: Preliminary Site PRMAMUCTM Water, X Public Private Sewer, X Public Private Streets, X Public Private IFAW, PMAIIIIIIIIIIIIIIIIIIIIII�AWA�—M' 1 11 '011 .� ,Y�..�.��1��. ��r... ��,. �� .�. ice► �i�� .��'�� ,s W W Lit a 52 re' B-QTE—S. YIA I-M nkl -IMAII-I-C CL-1111AM I IKI DO Q Dr? l).Q O SrM PIAN LEGIND -10, UTILITY PEME 19 EASEMENT OG ZONNG Existing Zoning: CU-PUD-R-15 Proposed Zoning: R-20-CU Type of Review Requested: Preliminary Site Plan Approval ME SM AM COVER-AGE Total Acreage, 38.15 ACRES Total Number of Lots, 24 Density, 0.63 Lots per Acre Street and Sidewalks, 2.26 Acres House / Drives, - 2.48 Acres, — Dpen Space, 33.41 Acres Smallest Lot, 46 Min, Lot Width, 85' Min, Setbacks, Front 30' Side 10' Rear 35' WATERSHED, WS IV Watershed NFRAMUCTM Water; x Public Private Sewer, ------ x— Public Private Streets, Public Private IFAW, PMAIIIIIIIIIIIIIIIIIIIIII�AWA�—M' 1 11 '011 .� ,Y�..�.��1��. ��r... ��,. �� .�. ice► �i�� .��'�� ,s W W Lit a 52 re' B-QTE—S. YIA I-M nkl -IMAII-I-C CL-1111AM I IKI DO Q Dr? l).Q O 60411K1 111111 WE M SURVEYED BY: DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG X0 1 01 OG 60411K1 111111 WE M SURVEYED BY: DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG z N 0 X W s ir SURVEYED BY: DRAWN BY: BSH DESIGNED BY: BSH APPROVED [t 71 R IT WtOUNTAIN VI PLAZA SNAPPING CENTER a i ISCALE: y :s= a - SURVEYED R BSH D BSH APPROVED BY: HBG __ if slos °e 1Q r t ®s �n Ieri� and �r� not ( �� I I �° �I� � - �- � 3 18.52° Sty steeper than 1 7 days steeper than :t 84 days are t ed �I ,m .e._ ........ (iPi ) PI C)hE E fa, Fa x7MIT554 E Slopes 3. t c c flatter lit c 7 y i «° ap r t r flitara 5Ci' 6n testt}tr . i 4aaeh = �t 54 C? T. E I5 \ 015iVR P L Ii�liS o I othef areas with slopes flatter than 4.1 14 days None, s s t for per imet m end HOW Zo mi, 5EE VET E-1 BERM5 TO RAVE MIN. 1% 5LOPE TO STRUCTLRE .1 toloy.11 0] 0 MIT, F."I �`� I Lol MA MCA I IiURVEYED BY: #)RAWN BY: BSH #ESIGNED BY: BSH APPROVED BY: Hg# 5 OF 3 DATE: 2/23/15 PROJECT NO: 12536-15D as IN 0 q-�L�o I 1 6"W m t -Wm , ull Mine 1120 ill flaw's 1+00 2+00 W STAB 5+11°54 2/23/15 PROJECT NO: 12536 -®15 -30 --FTOVI :1120 as IN 0 q-�L�o I 1 6"W m t -Wm , ull Mine 1120 ill flaw's 1+00 2+00 W 5+00 6+00 7+00 I- MIN 9+00 m I MI vxli�M 7 STAB 5+11°54 2/23/15 PROJECT NO: 12536 -®15 --FTOVI .D. 1.83 C,4 C14 E411 'Z� N ate - 0 C14 -- 0) CN n Z� +1 v. Lo + i oi CL c6 1 i It Lq Uj 1.11 CL aq (5 q (b ui. C) Lo, d 0 > > m Gj 79� X) c ILL L Q) 1100 T j!S oz, 3,3 Lo --rQS- �o --4-- j IT i+ + 7�2 Z Lj E-1 (6 POO m . Ili- 00 uj lC4) i m 3, ho NT I (10 L Z :2: TEm AIN COVER �p LF 1 i nr- — —R Rcp a .0% 95.2 LF OF I 8. III: I co S�i �4 36 5 L 15" L L L 00 RCD 0 MIN C 23 LIF 15 10910 6"X6" jE RC 1.0 NN 23 LF 18" 7R,-- 5+00 6+00 7+00 I- MIN 9+00 m I MI vxli�M 7 OF 33 DATE: 2/23/15 PROJECT NO: 12536 -®15 imull I Rm SANITARY SEWER OUTFALL AH #154 TO MH #1 2+00 STORM DRAIN PIPE OUTFALL PIPE #24 U112 uw_zs mm am STORM DRAIN PIPE OUTFALL PIPE #5 AND #6 '9m 1 40' Fib Z® 1 4' T® MWO i� Gupton and Webb, P.A. F, JSG DRAWN BY: B BSH DESIGNED BY: B BSH APPROVED BY: H HBf-.' 0 V) 0 d z c/i Lo r- c( w 0 CL ' 08 uj c r- W Z a- cL w- Li 0 z > 0 Z Rxi m oz 0) z se 0 (o III) 0 0 F_ U- z iii 0 CL NIII - ------------ IIE 7 -7 -p 0 32-8 F E 24 Rip RA T. E-6 STORM DRAIN PIPE OUTFALL PIPE #24 U112 uw_zs mm am STORM DRAIN PIPE OUTFALL PIPE #5 AND #6 '9m 1 40' Fib Z® 1 4' T® MWO i� Gupton and Webb, P.A. F, F C'! SCALE: 1 40' HORZ. 1 4' VERT. SURVEYED BY: J JSG DRAWN BY: B BSH DESIGNED BY: B BSH APPROVED BY: H HBf-.' 0 V) 0 d z c/i Lo r- c( w 0 CL ' 08 uj c r- W Z a- cL w- Li 0 z > 0 Z Rxi m oz 0) z se 0 (o III) 0 0 F_ U- z iii 0 CL F C'! SCALE: 1 40' HORZ. 1 4' VERT. SURVEYED BY: J JSG DRAWN BY: B BSH DESIGNED BY: B BSH APPROVED BY: H HBf-.' -2+00 _1+00 0+00 1+00 2+00 3+00 4+00 ■ STORM PIPE OUTFALLS PIPES 5&6,, 221 24 DATE: 2/23/15 PROJECT NO: 12536-15D REJ[X#15� a E-1 z PIPE OUTLET TO MAXIMUM PLACEMENT OF POST USING HOG WIRE WITH APPROVED EROSION CONTROL FABRICS TO 4Wx8"D D(CAVATED TRENCH POST: METAL T-POST 5'-0" OR 6'-0" IN HEIGHT STEEL POST DEPENDING ON FILL SLOPE. DRIVEN 24' INTO GROUND NOTE: STRUCTURAL STONE SHALL BE (CLASS V) STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL ONE SHALL BE No. 5 OR No. 57 STONE. FLOW FLOW qII TVFNeF _1 1--b- MIN. STONE Design settled PIPE DIAMETER AREA PER PIPE (ACRES) Overfill 6" for top FAIRCLOTH MANUF. PVC 035 settlement FLOW 18 Plan View PIPE SKIMMER IN DESIGN BECOMES MORE COMPLEX BEYOND THIS SIZE. Hv E r) DET. E-32 4' merg e, n c- y y poss 6" b elow, 77 min. :V DESIGN SETTLED CROSS SEC11ON CLASS I OR B RIP-RAP ax 77' #5 WASHEI darn V) ------- -- ------- dt tural V) 0 V) :3 (n D 5�D 0 0 0 D W 0 x 0 x 0 CL a E-1 z PIPE OUTLET TO MAXIMUM PLACEMENT OF POST USING HOG WIRE WITH APPROVED EROSION CONTROL FABRICS TO 4Wx8"D D(CAVATED TRENCH POST: METAL T-POST 5'-0" OR 6'-0" IN HEIGHT STEEL POST DEPENDING ON FILL SLOPE. DRIVEN 24' INTO GROUND NOTE: STRUCTURAL STONE SHALL BE (CLASS V) STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL ONE SHALL BE No. 5 OR No. 57 STONE. FLOW FLOW qII TVFNeF _1 1--b- MIN. STONE Design settled PIPE DIAMETER AREA PER PIPE (ACRES) Overfill 6" for top 12 035 settlement 1 ' 00 18 Plan View AS DESIGNED IN DESIGN BECOMES MORE COMPLEX BEYOND THIS SIZE. Hv E r) 2.5' MIN, 4' merg e, n c- y y poss 6" b elow, 77 min. :V DESIGN SETTLED CROSS SEC11ON CLASS I OR B RIP-RAP ax 77' #5 WASHEI darn 2'to 15' ------- -- ------- tural 137 17 .4,91 ZVI 1A 0 i� I 1,ilr�Tzm 40301uff= TEMPORARY EARTHEN DIVERSION DIKE COARSE AGGREGATE --� 91 W1 4' MIN. LEVEL SECTION MAXIMUM DRAINAGE PIPE DIAMETER AREA PER PIPE (ACRES) (INCHES) O. 12 035 15 1 ' 00 18 >1.00 AS DESIGNED IN DESIGN BECOMES MORE COMPLEX BEYOND THIS SIZE. 2.5' MIN, 1.0' FILTER FABRIC DESIGN SETTLED CROSS SEC11ON CLASS I OR B RIP-RAP TOP OF BERM #5 WASHEI TOP OF BERM OR 57 STC A, MI'lu, ;TOT, Sea 40301uff= TEMPORARY EARTHEN DIVERSION DIKE COARSE AGGREGATE --� 91 W1 4' MIN. LEVEL SECTION MAXIMUM DRAINAGE PIPE DIAMETER AREA PER PIPE (ACRES) (INCHES) O. 12 035 15 1 ' 00 18 >1.00 AS DESIGNED IN DESIGN BECOMES MORE COMPLEX BEYOND THIS SIZE. A 1.5* —1 MIN. 9' MIN] _W2&4PP 1:103124F3V MESH 3' 2' CROSS SEC11► 4 B TRAPEZOIDAL RIPRAP CHANNEL EXCELSIAR, TTOM WIDTH PLAS71C OR BO — — I JUTE NETTING DgaIGN —DEFTH (IF REQUIRED) V OVERCUT CHANNEL 0.2' STAPLE AT LEAST SEED BED EVERY 3' SQUARE CROSS SEC11ON A (LIME, FERTILIZE AND SEED) AND EVERY 1' AT EDGES AND JOINTS TRAPEZOIDAL GRASS CHANNEL TTOIQ41_ CROSS—SECTIUA PERMANENT CLEAN—WATER DIVERSIONl W �jlklgk 16- �W 0 F 0 17 0" 3 DATE: 2/23/15 PROJECT NO: 12536-15D 1.5° FLOW 2.5' MIN, 1.0' FILTER FABRIC DESIGN SETTLED CROSS SEC11ON CLASS I OR B RIP-RAP TOP OF BERM #5 WASHEI TOP OF BERM OR 57 STC A, MI'lu, MESH 3' 2' CROSS SEC11► 4 B TRAPEZOIDAL RIPRAP CHANNEL EXCELSIAR, TTOM WIDTH PLAS71C OR BO — — I JUTE NETTING DgaIGN —DEFTH (IF REQUIRED) V OVERCUT CHANNEL 0.2' STAPLE AT LEAST SEED BED EVERY 3' SQUARE CROSS SEC11ON A (LIME, FERTILIZE AND SEED) AND EVERY 1' AT EDGES AND JOINTS TRAPEZOIDAL GRASS CHANNEL TTOIQ41_ CROSS—SECTIUA PERMANENT CLEAN—WATER DIVERSIONl W �jlklgk 16- �W 0 F 0 17 0" 3 DATE: 2/23/15 PROJECT NO: 12536-15D 1�1�1011 m V MIN SLOPE DRAIN IN 12- THICK #5 STONE FACING a z 10, , 0 " 1,42 :I'mma"Pang: gnz NOESLTSOMT01100111MOM AND DOW WrIMATF C4111TACT WMALLOWA00 DISTURSED AREA TO BE R1, R2, R3, R4, AND R7 AREA PROTECTED WATER 3' MIN. —T-K"0RWrAm$ MAWTAN i COWACr COVER 1",1 CROSS SECTION �FIIRI' SANITARY 7T SEWER LOW FLOW AND RAT GROLIND INSTALLATION 3' MIN. COVER KOff eWrR9KHMW PYR40 FOR DETENYM N' MODERATE FLOW OR SLOPEc 41 WTALLATION ThwA gwdt#rm are tasw upon manufacturers mom"mkows, projed s 8ieat arw may sapmade O*w goONIm- FLOW MN, 1*~ STAIM Emi a, Stating (,m- 0ope ap0cativy., if rociored, shmW AM04.94MMOROUND !*SW4dfi'-1W, 3, pew to r"UW" authomy swjwtjar s for IRNTiWNCHMW ostotled instailebm prmWum as resiOmd, HIGH I'LOW OR SLOPE k 41 INSTALLATION WIRE TIES, (TYP,) STORM GRA' R., F11 0 NL I LK3V1, It I NIFAIZZI 0 1 a I= in STORM TER SOC �CURBSIDE _OPTION "A" PLAN EXCESS SOCK MATER�A i,.. TO BE DRAWN IN AND TIED (,041 TO 2x2 WOODEN STAKE CATCH BASIN Ia 8" FILTER SOCK PER MANUF. SECURE SOCK TO GRATE WITH RUBBER TIE DOWNS Lsc. Use this method on curb and 2'Urter Itilev, mi(i storm inlets where overflov,, capahilit% is nceded to prevent excessive ponding in tront of the structurl--, I Place tvo concrete blocks on their sides abunutirg the curb at either side of the Inlet opening I here blocks provide a Space between the C! -.oring stone and the inlet- tit a 2" X 4" stud and place it through the i. holes of cach spacer block to keep the firont blocks in Place, 3. Place additional concrete blocks on their across the front of the Inict and abutting die spacer blocks. Ret'cr to the diagram above. 4, Place \A ire mesh over the out-side vertical fiu_� (webbing) of the concrete blocks to prevent stone from being, waslied Through the holes Un the blocks. Use chicken wire or hardware cloth with 1114-inch opening. _S' Pile 2" stone against the wire to the top cal It barrier, as shown it) the diagram- 6 If the stone filter becomes clogged with ,edir,,-wtjt so that it Do longer performs as a Filter, the stone must be removed and either cleaned and replaced, or a clean set ol'aggregatc placed. Cr' Inlet it Screen go, �1_11111�111 crete Block 10, 50' RIGHT OF WAY UTILITY EASEMENT 105 29' B—B SHOULDER 28' F—F 3' MAY VARY—SEE PLAN MAY VARY—SEE PLAN C/L 1' S 9.5A -------- NCDOT STD. 30' 1.5' S 9.56 CURB & GUTTER 1/4'/FT. 1/41*/FT-7 1S/4 '/FT. 5' CONIC, SIDEWALK ON GRADE 10' UTI LITY EASEMENT b SEE CITY OF KING SPECS. SEE CITY OF KING SPECS. R1, R2, R3, R4, AND R7 R1, R2, R3, R4, AND R7 WATER 3' MIN. 3' MIN. COVER COVER SANITARY CROSS SECTION CROSS SECTION SANITARY 3' IN COVMER . SEWER 3' MIN. COVER SPRUCE PINE WAY 50' RIGHT OF WAY 11.5' 27' B—B SHOULDER 26' F—F /MAY VARY —SEEP MAY VARY—SEE PLAN 1' S 9.5A -------- NCDOT STD. 30' 1.5' S 9.56 1/4'/FT, CURB & GUTTER T 1/4-/FT. 1/4/FT. 5' CONIC, SIDEWALK ON GRADE 0 0 SEE CITY OF KING SPECS. DRAWN BY: R1, R2, R3, R4, AND R7 WATER BSH 3' MIN. HBG COVER SANITARY CROSS SECTION SEWER 3' IN COVMER . COUNTRY MEADOWS LANE COUNTRY MEADOWS LOOP 50' RIGHT OF WAY 11.5' 27' B—B VALLEY CURB 1 6.5' MAY VARY—SEE PLAN 1/4'/FT. 1:1 1 .5' MIN. 8' A.B.C. BC VALLEY CURB 00010film MMMER� SCALE: N.T.S. SURVEYED BY: JSG DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG 18 0 F 33 DATE: 2/23/15 PROJECT NO: 12536 -15® I PRESICAUTA222= 1610=11is M-M to V) En Ljj Ld -i -j LL. LL. t L� LL- i 9 V) V) D D 0 0 X X 0 0 CL 0- RIP RAP OUTLET 5' PROT MAX. SLOPE 2:1 1 � MAX. SLOPE 2.1 SIFF E DFCTION TAIL F-6 a SPILLWAY CROSS - SECTION VIEW PIPE SKIMMER DET. E-36 SEDIMENT BASIN #6 SKIMMER SEDIMENT BASIN 6.61 Z =IM Mach woven fabric on upstrearn side of balfte. T F iii m i TOP OFD (ELEV. 1) Flexible Hose 1". 0" 7rum PVC Vent Pipe Schedule 40 PVC Pipe Orifice PV I C Tee Plate Bottom Surface END VIEW FRONT VIEW Fs-K- AM—M—E R"', Sit M Ll - L2 .. Ll 1, W OUTLET PIPE FILTER FABRIC LINER LT D 0 3" PMM. SOIL RE11711'. TATTHIG 1' MIN. TUCK RIP RAP PLUNGE POOL SPREADER - TYPE A A NORTNI -Im SURVEYED BY: JSG DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG NEW STABILIZAMN TIMIEFRAMES Site Area Description Stabilization Tirrieframe Exceptions Pe7irneter dikes, swales, ditches and slopes 7 days None <FD4 High Quality Water (HQW) on 7 days one Slopes steeper than 31 7 days if slopes are 10' or toss in length and are not steeper than 2A, 14 days are allowed, Slooes 3,11 or flatter 14 days 7 days for slopes greater than 50' in length. All o-ther areas with slopes flatter than 41 14 days None, except for perimeters and HOW Zones. A NORTNI -Im SURVEYED BY: JSG DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG RAW. 4 IzzI2!II FIN TEMP. GALVANIZED STEEL MOUNTING PLATE FAIRCLOTH SKIMMER FLEXIBLE HOSE AND CLAMPS r 60 6w SIDE VIEW BARREL / OUTLET PIPE WATER TIGHTS AT COUPLING WHERE SKIMMER PASSES THROUGH TEMPORARY PLATE CLASS I RIP RAP LINED MIN. 1.5' i 0 'AY SPILLWAY SPILLWAY SLOPE BARREL / OUTLET PIPE WATER TIGHTS AT COUPLING WHERE SKIMMER PASSES THROUGH TEMPORARY PLATE MIN. 5' BEYOND TOE OF DAM RIP RAP APRON wllcis` URN ^11 4" DIA. ORIFICE PLATE BOLTED OVER PIPE INLET 4" DIA. ORIFICE PLATE BOLTED OVER PIPE INLET 10" DIA. ORIFICE PLATE BOLTED OVER PIPE INLET D 6" i 211 xx m il Lei Hn M!712 1 11�01 krosoldIIIIIII zm ro SPILLWAY i SPILLWAY SLOPE MIN. 5' BEYOND TOE OF DAM d I—I SPILLWAY CROSS SECTION FILTER FABRIC SEE PLAN FOR RIP RAP SIZE MIN. 1.5' THICK RIP RAP APRON W a Na SCALE REVISIONS: SURVEYED BY: JSG DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG 20 a, MIN DATE: 2/23/15 PROJECT NO: 12536-15# rl TOP OF DAM ELEV. IG".00 4K EMER004CY SPILLWAY R" 1045.00 3 RE & !CP WITH WATFIR nn� RAP APRON I x 161a . TOP 04' 0 SEE DETAIL E-6 4" DIA. ORIFICE PLATE BOLTED OVER PIPE INLET 4" DIA. ORIFICE PLATE BOLTED OVER PIPE INLET 10" DIA. ORIFICE PLATE BOLTED OVER PIPE INLET D 6" i 211 xx m il Lei Hn M!712 1 11�01 krosoldIIIIIII zm ro SPILLWAY i SPILLWAY SLOPE MIN. 5' BEYOND TOE OF DAM d I—I SPILLWAY CROSS SECTION FILTER FABRIC SEE PLAN FOR RIP RAP SIZE MIN. 1.5' THICK RIP RAP APRON W a Na SCALE REVISIONS: SURVEYED BY: JSG DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG 20 OF 33 DATE: 2/23/15 PROJECT NO: 12536-15# �E S2 LU 0 x I GRAVEL OVER RIP RAP FOR AOCESS M PAM FARCLO`rH MANUF. IRAW OUARD --\ POND IN 6" SLUICE GATE TOP OF RISER (ELEV. 7) LOW FLOW 1-1 RCP PIPE TO HAVE 0 -RING GASKET CONFINED IN A GROOVE ON THE SPIGOT END. AMN C 443 Mmmm#3 MIN. 5' BEYOND TOE OF DAM MIN. 1.5' THICK RIP RAP APRON ''I I billi 16,01stmoill. 111,0111 "1 11111111 1111210� RCP PIPE TO HAVE O—RING GASKET CONFINED IN A GROO • THE SPIGOT END. ASTM C 443 1 W"-pulywal., MIN. 5' BEYOND TOE OF DAM MIN. 1.5' THICK RIP RAP APRON 4 Plant treft and shrulce at least 25 leat away from parkrated POW & RvAds 15 W clearance hm a ncn,-d� low, fbw odnoe, & Harbace" arnborkmant pW*W shoulld be bducl to ID Inches In h@V* 7. Use arodon control mts at ftbdm In channels to M&M the PGWW for erosion 8, Stabfte all wroWM op§wftv wkh plant ffuladal that can willhalIand strang fam RM materiall should be fbous and abelandall but Iscift a li*roM Q. Diven cows lernporarly from seeded areas Lid ablilized 111 Check water 0clerances of sxkftv plant walsdals PU to Inurklallm of am n Sixtbilt;re aqualic and mWy benches with atnermt welilland plants and wet seed mboa IZ Do not Work ualrommm access to Ouckm wNh Von or Nvubs. I& To reduce Ommal wwffft d" kftw and OUIJbW Chanisift as WON as sm*wn oxpmm of PondL A Avoid plandinge that wN mqL*o Routine or Inbirdive dw*W applications OAL let wed 1& Have sol tealmd to delannine N two Is a need for arnstyknonla, 1& Native plant species; shokid be specillied am =c1c or f~ specles becaume 2" we wall adapbod to local on-alle mA and ternparaltse oanditions, am beneftlal for wklk and reqA* Rb or no addftW anmvknwft I& Decrease the areas wtme ffenaged Wase (Ul) Is used Use low mmkftnwm ground cover to absorb 110-oft 17 Plart Wearn and water bfflm and 2W 6"m wflh tam shnft ornarnenlall gramme, and herbacma materials whm pmW* to stablitme banks and pavide daft IS, Matntaln ancl frarne desbable vbm Be OWW not to Mock vbm at ardrances, ex% or cffft* road ames, Screen unallneollive vWm Into the dlL Asmilhallim and visual charsollarlellos dvA be second In Intportenoe, only to poIllutent rernovall and runuff owft chamobiallebom, 111 Use plants to protft pedestrian acomes to po* or deqm sippm 20L no ftom should mvh* considw ft lorWismin vegetation munagernent dmhW for the BMP keeping In mind the maintenance, legacy for the tAme owners, Malm an the, facility mallatermence agrearrot Inckwas mq*avwft to am" vogftdm cover In pwpwft 21 Provide a pkrftg melace that son willhirland to owtvaction of vehicles udrQ nmkftwm scom QP OF RISER (ELEV. 7) _LLL—LIL EXIST. GRAVEL AROUND METAL RISER FAIRCLOTH MANLIF. CUT HOLE AT BASE OF 0 0 0 0 EXIST. CORRUGATED METAL RISER PIPE PVC PIPE SKIMMER METAL RISER FOR SKIMMER, BOTTOM OF RISER (ELEV. 8) 0 0 0 0 EXIST. BARREL / OUTLET PIPE EXIST. SEDIMENT BASIN 1 6" SLUICE GATE 1/4® SQ. WFIE UM PROJECT NO: 12536-15D WffH NLESS Mm Sri #5 STOW OVER POND DRAIN —OVER PIPE WLE717 ALUMINUM OR COATED P POND DRAIN o STEEL TRASH RACK 6" PVC PIPE 04 ANCHOR TO RISER ONLY Mom= m X 1° SLUICE GATE LOW FLOW ORIFICE Ll- FLOW IN INVERT ELEV. 8 INSTALL 4' X 5' X 4' CONC, PAD 4"— 4' x 5' CONC. PAD FLM IN WHEN CONVERTING TO PERMANENT (n SLOPE MIN. 1 % TO ORIFICE -------- DRY DETENT10N STORMWATER POND SLOPE AT 1.0 X TO ORIFICE INVERT FLOW OU"r SLOPE a— BOTTOM OF BOX \, (ELEV. 8) / /, X x, \ x, \x // ANTI— FLOATATION BASE ANCHOR TO CONIC. BASE OR LASTED WITH BOX. \ /\/ � \x TOTAL WEIGHT MUST BE GREATER THAN 2,500 LBS CONCRETE RISER DETAIL — SIDE SECTION VIEW ''I I billi 16,01stmoill. 111,0111 "1 11111111 1111210� RCP PIPE TO HAVE O—RING GASKET CONFINED IN A GROO • THE SPIGOT END. ASTM C 443 1 W"-pulywal., MIN. 5' BEYOND TOE OF DAM MIN. 1.5' THICK RIP RAP APRON 4 Plant treft and shrulce at least 25 leat away from parkrated POW & RvAds 15 W clearance hm a ncn,-d� low, fbw odnoe, & Harbace" arnborkmant pW*W shoulld be bducl to ID Inches In h@V* 7. Use arodon control mts at ftbdm In channels to M&M the PGWW for erosion 8, Stabfte all wroWM op§wftv wkh plant ffuladal that can willhalIand strang fam RM materiall should be fbous and abelandall but Iscift a li*roM Q. Diven cows lernporarly from seeded areas Lid ablilized 111 Check water 0clerances of sxkftv plant walsdals PU to Inurklallm of am n Sixtbilt;re aqualic and mWy benches with atnermt welilland plants and wet seed mboa IZ Do not Work ualrommm access to Ouckm wNh Von or Nvubs. I& To reduce Ommal wwffft d" kftw and OUIJbW Chanisift as WON as sm*wn oxpmm of PondL A Avoid plandinge that wN mqL*o Routine or Inbirdive dw*W applications OAL let wed 1& Have sol tealmd to delannine N two Is a need for arnstyknonla, 1& Native plant species; shokid be specillied am =c1c or f~ specles becaume 2" we wall adapbod to local on-alle mA and ternparaltse oanditions, am beneftlal for wklk and reqA* Rb or no addftW anmvknwft I& Decrease the areas wtme ffenaged Wase (Ul) Is used Use low mmkftnwm ground cover to absorb 110-oft 17 Plart Wearn and water bfflm and 2W 6"m wflh tam shnft ornarnenlall gramme, and herbacma materials whm pmW* to stablitme banks and pavide daft IS, Matntaln ancl frarne desbable vbm Be OWW not to Mock vbm at ardrances, ex% or cffft* road ames, Screen unallneollive vWm Into the dlL Asmilhallim and visual charsollarlellos dvA be second In Intportenoe, only to poIllutent rernovall and runuff owft chamobiallebom, 111 Use plants to protft pedestrian acomes to po* or deqm sippm 20L no ftom should mvh* considw ft lorWismin vegetation munagernent dmhW for the BMP keeping In mind the maintenance, legacy for the tAme owners, Malm an the, facility mallatermence agrearrot Inckwas mq*avwft to am" vogftdm cover In pwpwft 21 Provide a pkrftg melace that son willhirland to owtvaction of vehicles udrQ nmkftwm scom QP OF RISER (ELEV. 7) _LLL—LIL EXIST. GRAVEL AROUND METAL RISER FAIRCLOTH MANLIF. CUT HOLE AT BASE OF 0 0 0 0 EXIST. CORRUGATED METAL RISER PIPE PVC PIPE SKIMMER METAL RISER FOR SKIMMER, BOTTOM OF RISER (ELEV. 8) 0 0 0 0 EXIST. BARREL / OUTLET PIPE EXIST. SEDIMENT BASIN 1 & 2 DIMENSIONS AND ELEVATIONS 1/4® SQ. WFIE UM PROJECT NO: 12536-15D WffH NLESS Mm Sri #5 STOW OVER MAMP OVER PIPE "IT —OVER PIPE WLE717 P POND DRAIN 6" PVC PIPE Mom= m 1° SLUICE GATE Ll- FLOW IN INSTALL 4' X 5' X 4' CONC, PAD WHEN CONVERTING TO PERMANENT DRY DETENT10N STORMWATER POND SLOPE AT 1.0 X TO ORIFICE INVERT L ''I I billi 16,01stmoill. 111,0111 "1 11111111 1111210� RCP PIPE TO HAVE O—RING GASKET CONFINED IN A GROO • THE SPIGOT END. ASTM C 443 1 W"-pulywal., MIN. 5' BEYOND TOE OF DAM MIN. 1.5' THICK RIP RAP APRON 4 Plant treft and shrulce at least 25 leat away from parkrated POW & RvAds 15 W clearance hm a ncn,-d� low, fbw odnoe, & Harbace" arnborkmant pW*W shoulld be bducl to ID Inches In h@V* 7. Use arodon control mts at ftbdm In channels to M&M the PGWW for erosion 8, Stabfte all wroWM op§wftv wkh plant ffuladal that can willhalIand strang fam RM materiall should be fbous and abelandall but Iscift a li*roM Q. Diven cows lernporarly from seeded areas Lid ablilized 111 Check water 0clerances of sxkftv plant walsdals PU to Inurklallm of am n Sixtbilt;re aqualic and mWy benches with atnermt welilland plants and wet seed mboa IZ Do not Work ualrommm access to Ouckm wNh Von or Nvubs. I& To reduce Ommal wwffft d" kftw and OUIJbW Chanisift as WON as sm*wn oxpmm of PondL A Avoid plandinge that wN mqL*o Routine or Inbirdive dw*W applications OAL let wed 1& Have sol tealmd to delannine N two Is a need for arnstyknonla, 1& Native plant species; shokid be specillied am =c1c or f~ specles becaume 2" we wall adapbod to local on-alle mA and ternparaltse oanditions, am beneftlal for wklk and reqA* Rb or no addftW anmvknwft I& Decrease the areas wtme ffenaged Wase (Ul) Is used Use low mmkftnwm ground cover to absorb 110-oft 17 Plart Wearn and water bfflm and 2W 6"m wflh tam shnft ornarnenlall gramme, and herbacma materials whm pmW* to stablitme banks and pavide daft IS, Matntaln ancl frarne desbable vbm Be OWW not to Mock vbm at ardrances, ex% or cffft* road ames, Screen unallneollive vWm Into the dlL Asmilhallim and visual charsollarlellos dvA be second In Intportenoe, only to poIllutent rernovall and runuff owft chamobiallebom, 111 Use plants to protft pedestrian acomes to po* or deqm sippm 20L no ftom should mvh* considw ft lorWismin vegetation munagernent dmhW for the BMP keeping In mind the maintenance, legacy for the tAme owners, Malm an the, facility mallatermence agrearrot Inckwas mq*avwft to am" vogftdm cover In pwpwft 21 Provide a pkrftg melace that son willhirland to owtvaction of vehicles udrQ nmkftwm scom QP OF RISER (ELEV. 7) _LLL—LIL EXIST. GRAVEL AROUND METAL RISER FAIRCLOTH MANLIF. CUT HOLE AT BASE OF 0 0 0 0 EXIST. CORRUGATED METAL RISER PIPE PVC PIPE SKIMMER METAL RISER FOR SKIMMER, BOTTOM OF RISER (ELEV. 8) 0 0 0 0 EXIST. BARREL / OUTLET PIPE EXIST. SEDIMENT BASIN 1 & 2 DIMENSIONS AND ELEVATIONS 2/23/15 PROJECT NO: 12536-15D Mom= m am., a Z�M SURVEYED BY: JSG DRAWN BY: BSH DESIGNED BY: BSH &PP?4�E-9�- i� 21 OF 33 DATE- 2/23/15 PROJECT NO: 12536-15D I m s .1XIS 'AvN Ro 0"' S ITE MOUNTAIN MEW PLAZA Mo SHUOPPING CENTER NOTE5� EXGEL51AR 11 EXCEL51AR OURLEX 11 OR EGUAL EXr-EL51AR III EXCEL51AP UPLEX III OR EGIUAL EXr,EL51AR ENF, = EXCEL51AR GURLEX ENFORGER RIP RAP = d5O SIZE ACTUAL RIP RAP 51ZE= 1.5 x d50 SEE DETAIL E-15 AND E-14A "EROSION CONTROL STANDARD DETAILS" SHEET mulommm TOTAL PARCEL 154.577 ± ACRES OF %j PHASE I AREA: 30.053 ± ACRES 2/23/15 PHASE 11 AREA: 38,188 ± ACRES TOTAL SITE 68.241 ± ACRES LOTS: 69 IMPERVIOUS AREA: 12.10 ACRES =18% TOTAL DISTURBED AREA: 56.95 ± ACRES PARCEL NOs: 6903-04-51-5642 DB. 635 PG. 133 PART OF 6903-04-52-7790 DB. 635 PG. 133 6903-04-60-8906 DB. 635 PG. 128 6903-04-71 —0517 DB. 635 PG. 128 PLAT 300K 8 PAGE 128 OWNEz�- MOUNTAIN VIEW COMMERCIAL PROPERTIES LLC 13146 NORTHWEST GILSON ROAD PALM CITY, FL 34990 TOWNSHIP: YADKIN ZONING: CU—PUD—Rl5 R-20—CU SOILS: CLIFFORD (FINE SANDY LOAM) 10.2% CLIFFORD (SANDY CLAY LOAM) 20.9% DAN RIVER & COMUS 0.3% FAIRVIEW—POPLAR FOREST 68.6% WATEPSHED CLASS: WS IV WATERSHED WATER COURSE: UNNAMED BRANCH GOFF CREEK TOPOGRAPHIC INFORMATION TAKEN FROM STOKES COUNTY MAPS AND SOME FIELD SURVEYS BY GUPTON & WEBB, P.A. I SCALE: 1 P$= 401 SURVEYED BT: DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG 2%j OF %j DATE: 2/23/15 PROJECT NO: 12536-15D SEll BASIN TO BE CiONVi TO DRY DETEWION BANK - - �N4 PERM. DIVERSION BERFVQRA59 %qA.LE #1`75 TRAPEZOIDAL. C+Wi 5EE DET. E-15, E -14A APPROX. 250 L.E. o I D% TRAPEZOIDAL CHANNEL 5EE DET, E-15, E-44A APPROX. 526 L.E. a 4.2cl% ffikulm�-' 07 I#N I '1111 ill!!!!, 11111111111111111�,i 11rofty-AIIIIIIII10rom ' 'Llill I Z tellh TOTAL PARCEL 154.577 ± ACRES PHASE 1 AREA: 30-053 ± ACRES PHASE ' AREA: 38.188 ± ACRES TOTAL SITE : 68.241 ± ACRES LOTS: 69 IMPERVIOUS AREA: 12.10 ACRES =18% TOTAL DISTURBED AREA: 56.95 t ACRES PARCEL NOs: 690304 -51 -5642 DB. 635 PG. 133 PART OF 6903-04-52-7790 DB. 635 PG. 133 6903-04-60-8906 DB. 635 PG. 128 6903-04-71 —0517 DB. 635 PG. 128 PLAT BOOK 8 PAGE 128 OWNER: MOUNTAIN VIEW COMMERCIAL PROPERTIES I 13146 NORTHWEST GILSON ROAD PALM CITY, FL 34990 TOWNSHIP: YADKIN ZONING: CU—PUD—R15 R-20—CU SOILS: CLIFFORD (FINE SANDY LOAM) 10.2% CLIFFORD (SANDY CLAY LOAM) 20.9% DAN RIVER & COMUS 0.3% FAIRVI EW— POPLAR FOREST 68.6% WATERSHED CLASS: WS IV WATERSHED WATER COURSE: UNNAMED BRANCH GOFF CREEK TOPOGRAPHIC INFORMATION TAKEN FROM STOKES COUNTY MAPS AND SOVE FIELD SURVEYS BY GUPTON & WEBB, P.A. NOTE5; EXCEL5:AR::,=EXr-EL51ARGURLEXI:,OREMAL EXCEL5AR =EXCEL-51ARGURLEX IOREQUAL EXCEL51AR ENE. = EXCEL51AR CURLEX ENFORCER RIP RAP = d5O 51ZE ACTUAL RIP RAP 51ZE= IS x d50 5EE DETAIL E-15 AND E-14A OR E-155 "ER051ON CONTROL 5TANDARD DETAILS "' 5HEET am! Me SURVEYED BY: DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG z '4 OF '3 DATE: 2/23115 PROJECT NO: 12536 -15D 4.0 5.0 NOTE5; EXCEL5:AR::,=EXr-EL51ARGURLEXI:,OREMAL EXCEL5AR =EXCEL-51ARGURLEX IOREQUAL EXCEL51AR ENE. = EXCEL51AR CURLEX ENFORCER RIP RAP = d5O 51ZE ACTUAL RIP RAP 51ZE= IS x d50 5EE DETAIL E-15 AND E-14A OR E-155 "ER051ON CONTROL 5TANDARD DETAILS "' 5HEET am! Me SURVEYED BY: DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG z '4 OF '3 DATE: 2/23115 PROJECT NO: 12536 -15D INLET / OUTLET CLASS 2 RIP RAP O BE i SO THAT TOP EDGE AND LEVEL WITH THE EXISTING STREAM r SO ,, • ALLOW UNINTERRUPTED • LINE WITH D•- GEOTEXTlLE FABRIC Ej EM MODULAR HEADWALL & WINGWALLS DESIGN BY OTHERS II INLET / OUTLET ARMOR: (DET. 0 CLASS 2 RIP RAP BE PUSHED/PLACED SO THAT TOP EDGE STREAM WITH THE EXISTING ALLOW r. RAP. r LINE WITH NCDOT TYPE 2 GEOTEXTILE FABRIC LINER. i k WANG WALL (DESIGN BY OTHERS) HEADWALL Ma M TYPE OF LIFTER = CLASS I DEPTH = 2,O +/— FT. t E� & DATA € LET/OUTLET PROTECTION DATE: DRAINAGE PROJECT : 12536-1 5D LE P- #G"I '��'fDTH WIDTH THIOYNE S �r`�lPRAP E r SL %t�Ei y k f Ic T L'll'E � LeabLa "3> Do DEPTH SOE =1h!) tREf t V CdCa`° �, Ff FT "IEdt (IN)dSO 2G 192 F 2~ t090T 2J 10 �.m 4 to r 22 1G 091 _ co, CJh€� 2s 1� 4 14 6 24 15 t 21 4 1L, r� 109917 24 10 1 4 1 14 1 6 E ;3 ^945 —., 1 U'4r9 L L,1C '2 POOL.' EE DETAIL E- ,';7 FOR ;SIZE Z' 24 48f, 6 ?1 FL 'Ct: w: rCiiL - .` E DETAIL 'EC�I SIZE 42 24 6 08 7E r-. a 651 9 4 -, 1 L,) .,3'2 POOL-SEE 5 T"Afl E-:37 FOR SIZE 5t7 1a 4 "1 I ry _ 94 .,..104490 50 PC,'_aC,::m POOL- SEE DE As E- $7 FOR SIZE i cn OF %J%j DATE: 2/23/15 PROJECT : 12536-1 5D • 0 J Lij L0 In L • CL 1L Li Lu m i >= i i Lij • a: 0 0 -J i. 10 � 0 -- SCALE: N.T.S. f UPDATE r UPDATE SURVEYED BY: CRH DRAWN D ASW APPROVED 25 OF %J%j DATE: 2/23/15 PROJECT : 12536-1 5D T- I---- --- -(,I • STREAM IMPACT #1 CULVERT CROSSING PROFILE %--4 40 PROP. 8" SAN. SEWER HORIZ. 1 4' VERT. GRAPHIC SCALE 0 20 40 80 ( IN FEET ) I inch = 40 ft. UWA um um, STREAM IMPACT 2 UTILITY CROSSING PROFILE 1 40' HORIZ. 1 4' VERT. larolf] STREAM ICI PACT #4 UTILITY CROSSING PROFILE !1 07 mil ffl#llu PROPERTY LINE TRANS POWER TRANSFORMER BUILDING FOOTPRINT HYD HYDRANT APEAS RIGHT OF WAY LINE p TB TRAFFIC SIGN BOX LINE FROM DEED OR PLAT 0 TV CABLE TV PED, X x CHAIN LINK FENCE 0 TELE TELEPHONE PED. 0 0 POST AND WIRE FENCE & WM WATER METER -- 1096 CONTOUR LINE - 2 FT. (9 WV WATER VALVE OR BOX OHP VW71109s� OVERHEAD POWER LINES ,DATU,V FjXV CL INV. 1019.99 0+00 1+00 00 CO SEWER CLEAN-OUT w WATER MAIN ss SANITARY SEWER MAIN @ MH SEWER MANHOLE SSF SANITARY SEWER FORCE MAIN 0 S STORM DRAIN MAN-EfOLE STORM DRAIN PIPE Ell YI YARD IN G GAS MAIN CB CATCH BASIN C) C & G CURB UTTER & G AC AIR CONDITION UN--T N/F NOW OR FORMERLY Q) SIGN 0 NIP NEW IRON PLACED EIP E)aST. IRON FOUND >- GUY UTILITY POLE GUY WIRE 0 NPS NO POINT SET RETAINING WALL -0- PP POWER POLE NCDOT CO UZI) ACCT R/W LP LIGHT POLE JA 40 PROP. 8" SAN. SEWER HORIZ. 1 4' VERT. GRAPHIC SCALE 0 20 40 80 ( IN FEET ) I inch = 40 ft. UWA um um, STREAM IMPACT 2 UTILITY CROSSING PROFILE 1 40' HORIZ. 1 4' VERT. larolf] STREAM ICI PACT #4 UTILITY CROSSING PROFILE !1 07 mil ffl#llu STREAM IMP C UTILITY CROSSING PROFILE MUM ffe-Ars, owl + DISTURBED APEAS D T� 10 2 0 'T,9 MAR 1+-PRE---VOW5T%6PO" Wf)TqW,'. z EXIST. MH #147 STA. 115+59.21= SEE 0 I SHEET 20 OUTFALL "A" STA. 0+00.00 6 RIM 102&21 AND' SHELF 1020.63 VW71109s� ,DATU,V FjXV CL INV. 1019.99 0+00 1+00 STREAM IMP C UTILITY CROSSING PROFILE MUM ffe-Ars, owl WISH 8+00 8+90 DETAIL SCALE: STREAM IMPACT #5 1 40' HORIZ. UTILITY CROSSING PROFILE 1 4' VERT. Gupton & Webb, P.A. ENGINEERS-PLANNERS-SURVEYORS GU ON & WEBB, P.A. PO BOX 1070 KING, N.C. 27021 0 "Ll CORPORATE LICENSE NO: C-0423 WS mm SURVEYED BY: #RAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HB* DATE: 12/15/14 PROJECT NO: 1-2536-14D RESTORE' BANK DISTURBED APEAS 'T,9 MAR 1+-PRE---VOW5T%6PO" Wf)TqW,'. SEE 0 I SHEET 20 FOR StABILIZATIOtt AND' 0 VW71109s� A C/) C) Q) F T! i a 1 O�50% ------ - sl MER VZ%-- UaE of T. SHE, -ao 20 C14 + 00 + -12 Z WISH 8+00 8+90 DETAIL SCALE: STREAM IMPACT #5 1 40' HORIZ. UTILITY CROSSING PROFILE 1 4' VERT. Gupton & Webb, P.A. ENGINEERS-PLANNERS-SURVEYORS GU ON & WEBB, P.A. PO BOX 1070 KING, N.C. 27021 0 "Ll CORPORATE LICENSE NO: C-0423 WS mm SURVEYED BY: #RAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HB* DATE: 12/15/14 PROJECT NO: 1-2536-14D 78.57 LF OF 8" DUCTILE IRON PIPE, 105' SKEW ANGLE N 79.96 LF OF 8' DUCTILE IRON PIPE, 86' SKEW ANGLE (j� TOP OF PIPE IN ELfk ' STREAM BED �71REAM BED IMPACT 5 LF STREAM BED IMPACT 5 LF -OP OF PIPE 6 IN BELOW STREAM BED NN _>000' TOP OF PIPE 1 FT BELOW STREAM BED 0 2 uuu DELINEATED WETLANDS 010 MODULAR HEADWALL & WINGWALLS DESIGN BY G7HEVS N�W TOTAL PARCEL 154.577 ± ACRES PHASE I AREA: 30.053 ± ACRES PHASE II AREA: 38.188 ± ACRES TOTAL SITE 68.241 ± ACRES LOTS: 69 IMPERVIOUS AREA: 13.64 ACRES < 20% PARCFz- NOs: 6903-04-51-5642 DB. 635 PG. 133 PART OF 6903-04-52-7790 DB. 635 PG. 133 6903-04-60-8906 DB. 635 PG. 128 6903-04-71-0517 DB. 635 PG. 128 PLAT 300K 8 PAGE 1 28 OWNER: MOUNTAIN VIEW COMMERCIAL PROPERTIES LLC 13146 NORTHWEST GILSON ROAD PALM CITY, FL 34990 TOWNSHIP: YADKIN ZONING: CU—PUD—R15 R-20—CU SOILS: CLIFFORD (FINE SANDY LOAM) 10.2% CLIFFORD (SANDY CLAY LOAM) 20.9% DAN RIVER & COMUS 0.3% FAIRVIEW—POPLAR FOREST 68.6% WATERSHED CLASS: WS IV WATERSHED WATER COURSE: UNNAMED BRANCH GOFF CREEK TOPOGRAPHIC INFORMATION TAKEN FROM STOKES COUNTY MAPS AND SOME FIELD SURVEYS BY GUPTON & WEBB, P.A. 270F 33 DATE: 12/15/14 PROJECT NO: 12536-1 4D T ff#%R STREAM IMPACT #1 CULVERT CROSSING PROFILE 1 40 HORIZ. 1 4' VERT. Em um- um um umll STREAM IMPACT #3 UTILITY CROSSING PROFKE HMO] HMO] um wo-1 STREAM IMPACT #5 UTILITY CROSSING PROFILE Gupton ♦ Webb, P.A. PO BOX 1070 KING, N.C. 27021 E-MAIL guptonpa@GuptonCo,00m CORPORATE LICENSE NO: C-0423 SURVEYED BY: DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG OATE: 12/15/14 PROJECT NO: 12536-1 4D c co + 1020 Z EXIST. MH J147 STA. 115+59.21= OUTFALL "A" STA. 0+00.00 RIM 102&21 SHELF 1020.63 DAyVM ELEV CL INV. 1019.99 0+00 1+00 STREAM IMPACT #3 UTILITY CROSSING PROFKE HMO] HMO] um wo-1 STREAM IMPACT #5 UTILITY CROSSING PROFILE Gupton ♦ Webb, P.A. PO BOX 1070 KING, N.C. 27021 E-MAIL guptonpa@GuptonCo,00m CORPORATE LICENSE NO: C-0423 SURVEYED BY: DRAWN BY: BSH DESIGNED BY: BSH APPROVED BY: HBG OATE: 12/15/14 PROJECT NO: 12536-1 4D LIVE STAKE 4v t 0 S L T I`LL NOTES: PLANTING SAG During planting, see ; ngs shall be kept it a -,gist canvas bag or sim .e container to arever° 'he root systems from -, /ing *REFERENCE NCDOT ENVIRONMENTAL ;UNIT VD__ 1 SIIREAMBANK 'REFORESI_A.HON SriALr_ _ANTED 3 =_I 10 5 I. "�N OF N' F R, RANDOM SPACING, AVERAGI -_ r CENT ER, APPROXIMAI 1 I_Y 2,724 PLANTS PER ACRE. T4 -1 E 2 STREAMBANK RE'ORESTA110N SHA I B _EDED AREAS AS \DICA1 _; AT A MIN. RATE OF 50 I.BS. PER ACRE AN'' Mlj HED WI'H STRAW. STREAMBANK REFORESTATION TYPICAL TYPE 11 50' TYPE I ffi STREAM TRANSITION AREA USE TYPE 2 SEEDING M X URES USE COIR MATTING AT STREAM BANKS — SEE DETAILS TtiIS SHEET STREAMBANK REFGRESIATION OF 33 DRAWN � IIII BSH v11XTuRE, TYPE, Z` AND r N S S- A'__ TON t:, 'M TO THE FO L_I-) {P. <, SAIiX N,GRA B -ACK FT- - 3 = :. _'VE S AXES CORNUS AMOMuM SILKY DOGWOOD FT. 3 FT. LIVE STAKES SAL!X S'-RICEA S !_K h1 L_0' W i -- 3 FT. LIVE STAKES °#1vSXARI°JS C °L_�rO�''US T11NE ARC TT. 3 r , _�E STAKES SSAMBUCUS CANADENSIS LLJ�R_ ERR / FT. - E _IVE S!AKf_S CEPHALANTHLS OUCIDENTALIS BUT- Oti�BUS- -. � T. 3 T. _IVE STAK#:_S • �' *Sr E S E PLAN FOR AREAS TO BE P A \TEO TO NWSEL F OF 33 DRAWN � IIII BSH APPROVED {P. <, Uo Uj w 0 04 Z LLj r: i z i ii i i i, Lzjj • r w 3: • �' cii L` t_ tp€ to a 6e,< 9ti „ boa 14 hty {, If i li .X- F 4 'Y, G „] i _. . ., �# *Sr E S E PLAN FOR AREAS TO BE P A \TEO TO NWSEL F .. 1,5 TIMES _ "D" MIS. 11- , TEXTILE GEO FILTER FABRIC INSTALLED OF 33 DRAWN � IIII BSH APPROVED .. 1,5 TIMES _ "D" MIS. 11- , TEXTILE GEO FILTER FABRIC INSTALLED SCALE: N.T.S. i SURVEYED OF 33 DRAWN � DESIGNED BY: BSH APPROVED {P. <, Uo Uj w 0 04 Z LLj r: i z i ii i i i, Lzjj • r w 3: • �' SCALE: N.T.S. i SURVEYED OF 33 DRAWN � DESIGNED BY: BSH APPROVED 29 OF 33 !. PROJECT i Im m BE IN CONTROL CONTROL JOINT (JOINT FORM PLATE" JOINT N m1=1111M m WaTH OF WEIRAM ON NON-THOROUGHFARE STREETS SHALL SE A ANIMUM OF 4. 4� SOEWALXS To BE POURED TO ENO OF RADIUS AT 141UMOMNG STKM 5. Y*iEELCHAIR RAMPS SHALL HAVE 6' VfCK CONCRETE 6y; CONTROL ME 1/2 " l A JAIMIlemrNm 11", 111,11 6" wl SUMEW, 991a TYPICAL STREET CROSS SECTION (VALLEY GUTTER) - 27 FT. BACK TO BACK EXPANS[ON .!DENT HOOD CATCH BASIN SEE 50-5 AND SO-8 EXPANSION JOINT gw �j 6,R EXP'NSION jOIN�i REVERSE PITCH "SP LL" GUTTER 3000 PSI CONCRETE sTRAjGHT �E� mul f ril lin a. li 1 � ] i Iiii mulmom D-3 112' EXPANSION JOINT D-6 , 10 ,u UTILITY IEASEMENT 50' RIGHT OF WAY 10, 1 am" ';LGM A4 *40M ON TUr" TFTAI I r� 10, COVER UTI LITY 10.5' SANITARY CROSS SECTION SEWER 3' MIN. COVER SPRUCE PINE WAY 29' B—B UTILITY 10.5' EASEMENT SHOULDER _t�g_Amk 28' F—F 6 I'm TO W3 mow. TI+AN 65% CAT TT'l PAR SHOULDER 00MITEP �"X 3' MAY VARY-SEE PLAN ... ................. MAY VARY-SEE PLAN 5' V; TO BACK POTW Of 12'% (*.M) MAY VARY—SEE LAN MAY VARY—SEE PLAN WK or $jDPWSCX MOP WAUVM FM ALL 1' S SIZA ---- MK Of, SWEVALK MW W-MIAW W SIDEWALK SLOPC9 0,04, 5' NCOOT SM. E® CURB & GUTTER 1.5, S 958 - 12" 1/4/FT. 1/4*/FT. 1/4-/FT. 1/ , 5 CONC. SIDEWALK SEE CITY OF KING SPECS. 15' MIN. ON GRADE Rl, R2, R3, R4, AND R7 WATER 10, VEM110TAW'A mmxm WKS WIAIJ, COVER ?" D- Lvm'�' NA) nju, ww" 3' MIN. am" ';LGM A4 *40M ON TUr" TFTAI I r� 10, COVER IMOILYWA MVERINa THE RVI IRE RAW, SANITARY SANITARY CROSS SECTION SEWER 3' MIN. COVER SPRUCE PINE WAY SEWER 3' MIN. COVER. 0 UNDER 4' USE UTILITY DUCTILE EASEMENT IRON PIPE ISOMETRIC VIEW 10, VEM110TAW'A mmxm WKS WIAIJ, COVER ?" D- Lvm'�' NA) nju, ww" 0" rw am" ';LGM A4 *40M ON TUr" TFTAI I r� 10, 7. calUg '9A WNTRAST VISIBILITY WITH N3,MMNG "FAU, CITHER LjQ"T,ON,0ARK, IMOILYWA MVERINa THE RVI IRE RAW, is V""'Am i 'A UTILITY it SIR S ix 5,0 EASEMENT 11.5' _t�g_Amk 11.5' 6 I'm TO W3 mow. TI+AN 65% CAT TT'l PAR a' 00MITEP �"X 1$ 47 At-T 26' T-F ... ................. 9 DISTANCE "M MOST SM Of 61900" V; TO BACK POTW Of 12'% (*.M) MAY VARY—SEE LAN MAY VARY—SEE PLAN WK or $jDPWSCX MOP WAUVM FM ALL SIDEWALK SLOPM MK Of, SWEVALK MW W-MIAW W SIDEWALK SLOPC9 0,04, 5' ��l 12 �� 11 11 M 1, sw4mano I 1,,,hlk I] SCALE: N.T.S. 0 Z* � � 10, 50' RlGt-T OF WAY 10, UTILITY UTILITY EASEMENT 11.5' 27' B-B 11.5' EASEMENT SHOULDER 26' T-F SHOULDER MAY VARY—SEE LAN MAY VARY—SEE PLAN ------- 01-- 1' S gzA 5' NCDOT STD. 30' 1.5' S 9.5B 1 ' 5 ' S 9'5B 12" CURB & GUTTER 5' 1/4'/F7, 1/4-/FT. 1/4-/FT. �j 1/4'/FT. 1/4/FT. 5° CONC. SIDEWALK 0 SEE CITY OF KING SPECS. GF KING SPECS. C - MI-1 3,5' MIN. N G E 0 RAD Rl. R2, R3, R4. AND R7 A 8' A.B.C. WATER 3' MIN COVER SANITARY CROSS SECTION SEWER SANITARY 3' MIN. SEWER COVER. 3' MIN. COVER COUNTRY MEADOWS LANE 0 UNDER 4' USE COUNTRY MEADOWS LOOP DUCTILE IRON PIPE 1,,,hlk I] SCALE: N.T.S. 0 Z* � �