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HomeMy WebLinkAboutRedhawk Overview 090722.pdf-�)IC:Ksc v � o PROPERTY WETLANDL BOUNDARY (TVP) (±290 SF) (t NON -WETLAND WATER LL 0.007 AC t 200 LF) / (±(t 1,200 SF) (±0.028 AC) NON -WETLAND WATER NN / \ (± 2,270 LFI. (± 13,620 SF) NON -WETLAND (t 0.31 AC) WATER II \ �� (t(1,650 SF) , NON -WETLAND WATER D • 1 (t 0.038 AC) WETLAND 100 LF) (t 0.010 AC) F \U WETLAND MM (± 445 SF) (± (± 800 SF) (3 5,740 SF) (±0.014 AC) (± 0.131 AC) NON -WETLAND WATER FF ± 150 LF) WATER B (± 900 SF) (± 615 LF) (± 0.02 AC) (± 3,690 SF) (± 0.085 AC) L SF) NON -WETLAND AC) NON -WETLAND WATERX WATER U (± 1,260 LF) (3 26fi LF) (± 7,580 SF) (t 1,600 SF) (t 0.17 AC) (t 0.037 AC) TLAND P , AC) 1\ NON -WE WETLAND ± 92 ±0.002 WETLAND K (± 1,626 SF) (±0.037 AC) S ry WE s 890 0.02 (t I WETLAN2436 i� \ ` \\jL\N l��t SF (s 24,380 SF) F NON -WETLAND WETLANDF (s 0.56 AC) w WATER O (± 1,390 SF) w (+ 612 LF) (±0.032 AC) (+ 3,700 SF) (-0.084 AC) WETLAND E / (t 1,660 SF) 3 WETLAND N ! 202 SF) (t 0.038 AC) w (* 0.0046 AC) o � /r WETLAND M NON -WETLAND WATER R �\ (± 272 LF) (± 995 LF) (±0.0.6 AC) (t 4,975 SF) w (t 0.114 AC) NON -WETLAND ^ T� n WETLAND T WATER V o NON -WETLAND WATER C (±25,573 SF) (± 150 LF) (± 143 LF) 6 (± 15 SF) (tD588 AC) Q (± 90SF) (t 0.021 AC) y (s 0.016 AC) PROPERTY PRO - BOUNDARY (TYP) WETLAND S (±665 SF) (t0.015 AC) 7 NON -WETLAND WATERS (± 1180 LF) (± .411 SF) ± 0.439 AC (� � PO v NON -WETLAND WATER CC (s 2,660 LF) (t 15,960 SF) (t 0.366 AC) \\ 1 ANDZ (±406 SF) \\ WETLAND EE (±0.001 AC) (± 2,104 SF) (±0.048 AC) I WETLAND DD (±1,026 SF) (±0.024 AC) NON -WETLAND WATER J t 642 LF) (± 3,852 SF) (t 0.088 AC) > WETLAND O ± 4,126 SF) (± 0.095 AC) K NO-WETLANDLF) 962 LF) WATER \ (± 1, (± 7,982 SF) ±0.18 AC) psWI< 0 WDICKSON INTEGRAL community infrastructure consultants Communities 002-- WETLAND G / (± 5,472) A (± 0.126 AC) NON -WETLAND WATER H L (± 2,350 LF) (± 14, 100 SF) ±0.33 AC) NON WETLAND WATER GG t 205 LF) (t 2,060 SF) �(t 0.047 AC) NON -WETLAND WATER HE t 300 LF) (± 1,800 SF) (t 0.041 AC) NON -WETLAND WATER AA ± 226 LF) (± 1,356 SF) g (± 0.031 AC) NON -WETLAND WATER BB s 212 LF) (t 3,700 SF) (t 0.084 AC) BOUNDARY (TYP) Z— 1200 0 1200 2400 SCALE: 1" = 1200' D)%KSON 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NC 28203 (1)]04-334 348 (07N-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 0 PROJ. MGR.: I WGB DESIGN BV: -H DRAWN BV: RBB Z PROJ. DATE:j JULY 2022 DRAWING NUMBER: Y 2OF19 WKD PROJ. NO.: 20210697 PROPOSED STREAM DISTURBANCE PERMANENT TEMPORARY PERMANENT (LF) TEMPORARY (LF) CULVERT#1 0 0 0 0 CULVERT#2 0 0 0 0 TOTAL 0 SF 0 SF 0 LF 1 0 LF PROPOSED WETLAND DISTURBANCE PERMANENT OSF 0.000 ACRES TEMPORARY 0 SF 0.000 ACRES PROPOSED IMPERVIOUS 45 590 Ilia ®OQ .G RG1. o t< o O,o PROPERTY BOUNDARY' / (TYP.) PROPOSEDFUTURE COMMERCIAL AREA -12 ACRES LEGEND: y WETLAND MM (NO IMPACTS) SEE SHEET 17 I APPROXIMATE LOCATION OF PROPOSED BMP AND PROPOSED RETAINING WALL OUTFALL (NOT SIZED) SHEET 19 1 (TYP) �SEE T ` Y PROPOSED FUTURE AMENITY =5 ACRES PROPOSED FUTURE WETLAND K, L AND M MUNICIPAL AREA m5 (NO IMPACTS) ACRES SEE SHEET 15 PROPOSED ROAD CROSSING #1 STREAM B L (BOTTOMLESS CULVERT- NO IMPACT) SEE SHEET 5.7 PROPOSED FUTURE AMENITY -10 ACRES 1!� ON -SITE STREAM BUFFER (34.66 AC.) WETLANDS STREAM CHANNEL WETLAND T (NO IMPACTS) SEE SHEET 16 E WETLAND JJ AND OD KSON n NON -WETLAND WV FUTURE CATAWBA WATERS II CROSSING RM (NO IMPACTS) 1213 W. MOREHEAD STREET DEDICATION SUITE 3 C CHARLOTTE, NC 28203 (i)]04-334-5348 (Q704-3340078 W W W.WKDICKSON.COM NC LICENSE NO.F-0374 _fin rr M17ZK- PROPERTY BOUNDARY (TYP.) FX.PROPOSED ROAD CROSSIN STREAM NN (SOFT BOTTOM - NO IMPAC SEE SHEET 11 - 13 PROPOSEDE AND OUTFAL I I PROPOSED WATER WETLANDEE LINE ITYP\) /�( (NO IMPACTS) \ yam( \ SEE SHEET 18 y ( \ 1 PROPOSED FARE I COMMERCIAL AREA -17 ACRES PROPOSED SANITARY SEWER (TYP) PROPOSED ROAD CROSSING #2 / \PROPOSED FUTURE i f < STREAM H MUNICIPALAREA-5 (BOTTOMLESSCULVERT- NO IMPACT) ACRES SEE SHEET 8-10 WK - 0 DICKSON INTEGRAL community infrastructure consultants Communities 1200 0 1200 2400 f Z SCALE: 1" = 1200' PRGJ. MGR.: WGB DESIGN BY: CJH DRAWN BY: RBB PROJ. DATE: JULY 2022 DRAWING NUMBER: 3OF19 WKD PROJ. NO.: 20210697 wax VU� oNo -z ®o- No U2 \_J v SEE SHEET 14 WETLANDGW CROSSING (TVP) (TO BE AVOIDED) a IEXIST. 16" DIP WATERLINEE (NOT FIELD LOCATED (TYP) LEGEND: ON —SITE STREAM BUFFER (34.66 AC.) WETLANDS E-=- STREAM CHANNEL ADJACENT PROPERTY BOUNDARY (GIS LOCATED) (TYP) PROPERTY BOUNDARY PROPOSED WATERLINE (TYP) ►obi WWDICKSONkWI< INTEGRAL community infrastructure consultants Communities 1000 0 1000 2000 iiiiiiin f Z SCALE: 1" = 1000' OD KSON 1213 W. MOREHEAD STREET SUITE 3W CHARLOTTE, INC 28203 (1)704-334-6348 (Q704-3340078 WWWWKDICKSON.COM NC LICENSE NO.F-0374 GD O N W N O Z W J O W ZLU O a= _ JCc U LU O W o z Z 5 Q 3 W W m00, 3W3� 3 0 0� W WCc CC ILL LL _= O H � O 0D Uj N w 0 0 PROJ. MGR.: I WGB DESIGN BV: CJH DRAWN BY: RBB PROJ. DATE: JULV 2022 DRAWING NUMBER: 4OF19 WKD PROD. NO.: 20210697 3 I \ PROP. RETAINING 1 WALL (TYP) V LP O EX. WETLAND L TO REMAIN (TYP) (NO IMPACT) (SEE NOTE 3) 5g5 '\ 3:1 SLOPE/--- /)•/// EX. WETLAND M TO 2REMAIN (TYP) (NO IMPACT) — 77 77— X/ I i l I NOTE: 1. BOTTOMLESS CULVERT TO BE DESIGNED DURING FINAL ENGINEERING. ALL PORTIONS OF THE CULVERT TO BE PERMANENTLY INSTALLED OUTSIDE OF THE TOP OF BANK & ORDINARY HIGH WATER MARK. 2. BOTTOMLESS CULVERTS SHALL BE REVIEWED AND APPROVED BY GASTON COUNTY & TOWN OF CRAMERTON FOR HYDRAULICS, GEOTECHNICAL & STRUCTURAL ASPECTS. 3. PROPOSED GRADING ADJACENT TO WETLAND L IS LOCATED ABOVE THE WETLAND TO TIE THE ROADWAY INTO PROPOSED RETAINING WALL. NO GRADING FOR THE BOTTOMLESS CULVERTS OR RETAINING WALL OCCUR IN WETLANDS. 50'STREAM BUFFER (X / DM� SUITE 1213 W. MOREHEA NC STREET CHARLOTTE, ;328203 / (Q7-334 8 (f77N04-334-007078 2:1 SLOPE / WWW.WKDICKSON.COM NC LICENSE NO.F-0374 3:1 SLOPE - so / Ell. BOTTOM OF BANK(TYP) - EX. TOP OF BANK (TYP) i tS / PERENNIAL STREAM EX. WETLAND K TO B (±450 LFI)) i REMAIN (TYP) BOTTOMLESS (NO IMPACT) CULVERT II PROP. RETAINING I/ WALL (TYP) / � o s9s 5s0161 595 00 r 0 PROPOSED BOTTOMLESS r S CULVERT 10 INTEGRAL LENGTH: 82 FT - UPSTREAM INV: 585.37 Communities o1. WK1. DOWNSTREAM INV: 580.94 0 iDICI<SON community infrastructure consultants o pROJ. MGR.: I WEB q DESIGN BV: CJH 50 0 50 100 ¢ DRAWN BV: RBB Z PROJ. DATE: JULV 2022 DRAWING NUMBER: Z— Y SOF19 WKD PROJ. NO.: SCALE: 1" = 50' 20210697 D)M%KSON STREET 1213 W. MOREHEAD SUITE 300 CHARLOTTE, NC (1)704-3345348 28203 (07N-334-00]8 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 625 625 620 620 615 615 610 610 0 605 605 N Z W o O 600 600 U -1 g U w Z = o >¢ U) O 0 595 595 o Z g m wo u 2 o Do 0 590 590 Y Y j OWC lz 585 585 °a a 3 W. H c W 580 580 a 3 N 575 575 h lw 0 U N W. - 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 0 D _ a 17 o o U _O a z � a 3 to o _ 0 E o D PROJ. MGR.: WEB E 16 0 16 32 80 0 80 16 DESIGN BV: CJH DRAWN BV: RBB i Z PROJ. DATE: JULV 2022 2 - DRAWING NUMBER: 6OF19 SCALE: 1" = 16' VERTICLE SCALE: 1" = 80' HORIZONTAL WKD PROJ. NO.: 20210697 co a ¢ Y z � a QLL Q O PROP. GRADE @ ROAD CENTERLINE � EXIST. GRADE @ ROAD CENTERLINE PROP. GRADE EXIST. GRADE ,'I- O O � «� � I� � N N Ln � O � L(') � of � � � � � � � � � a0 � aD � � � � � c00 coCD Ln Lf) L� Ln Lf) Ln Lf) Lf7 D)M%KSON STREET 1213 W. MOREHEAD SUITE 300 CHARLOTTE, NC 28203 (1)704-3345348 (0704-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 615 i i 615 610 610 605 605 N N U 600 600 Z WF Lu W U F g 595 595 Z J Q W J \ O J U LL ¢ 590 590 o z o a a Da cc W m 1cn00 LL 585 585 3 3 lz $ _F ¢ Q 580 580 ¢ ¢ W W Z Z 3 = Q ¢ i 575 575 0 W D 3 c' 570 570 N lw o(14 y U i W. - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 Q 0 D b r EXIST. GRADE PROP.GRADE o a o U _O Z - z � a 3 o _ 0 E o O PROJ. MGR.: WEB E 16 0 16 32 80 0 80 16 DESIGN BV: CJH DRAWN BV: RBB i Z PROJ. DATE: JULV 2022 2 — DRAWING NUMBER: 7OF19 SCALE: 1" = 16' VERTICLE SCALE: 1" = 80' HORIZONTAL WKD PROJ. NO.: 20210697 PROP. GRADE ±600.78 ±59872 PROP. BOTTOMLESS CULVER SPAN. ELEVATION SUBJECT TO CHANGE DURING FINAL ±594.09 ENGINEERING. � ±594.09 L STREAM INV.: t585.37 \ EXIST. GRADE STREAM INV.: ±580.94 0 0 �� �� � o ao � o� o 0 o; ai � � 00 � GL�° � � � � `� L00r� L� L°°n � z', 0 0' 00 301 0` s 50'STREAM BUFFER PROP. RETAINING — // SOPS \ \ WALL (TYP) 500 v;v..•,;�_, •���,,,,,,����1 EMPORARY SLOPE FOR PH E TERM":. NOTE: 1. BOTTOMLESS CULVERT TO BE DESIGNED DURING FINAL ENGINEERING. ALL PORTIONS OF THE CULVERT TO BE PERMANENTLY INSTALLED OUTSIDE OF THE TOP OF BANK & ORDINARY HIGH WATER MARK. 2. BOTTOMLESS CULVERTS SHALL BE REVIEWED AND APPROVED BY GASTON COUNTY & TOWN OF CRAMERTON FOR HYDRAULICS, GEOTECHNICAL & STRUCTURAL ASPECTS. 50' STREAM BUFFER PROP. BMP (TYP) - &- U 5g5 �595 SOFT BOTTOM CULVERT#2 PROP. RETAINING WALL (TYP) 3:1 SLOPE 50'STREAM BUFFER / 3:1 SLOPE O 1rn�� F��-IIIvA \- 1� CD00)) 001 Q) In �... \ 4 PROP. SANITARY i SEWER MANHOLE (TYP) 595- 59� 3:1 SLOPE j _6 0 l1 o � I 0') 0( / 1 / U0 I 50'STREAM BUFFER 1`III/ PERENNIAL STREAM �H (t1264 LF) / EX. BOTTOM OF BANK (TYP) m, EX. TOP OF BANK \ (TYP) PROPOSED BOTTOMLESS CULVERT LENGTH: 84 FT UPSTREAM INV: 569.49 DOWNSTREAM INV: 568.51 17� INTEGRAL Communities lftwl< WDICKSON community infrastructure consultants 50 0 50 100 SCALE: 1" = 50' .9)%KSON 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NC 28203 (1)704-3345348 (1)7N-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 N ro N z W �z J O Z _O a¢ g N J O U o wo a a .'x3w n LL 5 x 3 3= a x x� ¢ w W Q 2 Z ~ ccW O LU 3 a c2 z � z_ '0 3 0 PROJ. MGR.: I WEB DESIGN BV: CJH DRAWN BV: RBB Z PROJ. DATE: JULV 2022 DRAWING NUMBER: 8OF19 WKD PROJ. NO.: ZI 20210697 D)M%KSON STREET 1213 W. MOREHEAD SUITE 300 CHARLOTTE, NC (1)704-3345348 28203 (0704-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 610 610 605 605 600 600 595 595 0 N 590 590 Z Z U w 0 U 585 585 -1 g Lu Z 0 > ¢ U) n N J 2 u) 580 580 o Z g a m �n20 _ 0 575 575 3 " 3 W 570 570 cc ° a 3 P w= H W z W = 565 565 cc 0 � ir w a EXIST 3 N 560 560 w _ lw 9 cLo U 0 N W. - 23+00 23+50 24+00 24+50 25+00 25+50 26+00 0 D _ a 17 o o U _O a z � a 3 o zo E 0 D PROJ. MGR.: WEB E 16 0 16 32 80 0 80 16 DESIGN BV: CJH DRAWN BV: RBB i Z PROJ. DATE: JULV 2022 2 - DRAWING NUMBER: 9OF19 SCALE: 1" = 16' VERTICLE SCALE: 1" = 80' HORIZONTAL WKD PROJ. NO.: 20210697 (D Y Q Z Q O ro O Q LL Q x a x PROP. GRADE @ O ROAD CENTERLINE EXIST. GRADE @ ROAD CENTERLINE ROP. GRADE .GRADE � � � 00 � OD O (.0 I'7 � � � � 600 595 590 ±585.86 585 ±580.00 580 100-YR: 577.00 50-YR: 575.5 575 25-YR: 574.3 10-YR:573.2 570 2-YR: 571.00 PROP. GRADE 600 595 ±588.95 590 PROP. BOTTOMLESS CULVER SPAN. ELEVATION SUBJECT TO CHANGE DURING FINAL _ 585 ENGINEERING. ±580.00 580 575 _ 570 STREAM INV.: ±569.98 STREAM INV.: ±569.00 565 EXIST GRADE 565 560 560 0 0 0 Lo rn o 0 CD 0 of of Do C6 c6 0+00 0+50 1+00 1+50 2+00 2+50 2+89 PROP. GRADE EXIST. GRADE 16 0 16 32 SCALE: 1" = 16' VERTICLE 80 0 80 16 SCALE: 1" = 80' HORIZONTAL D)%KSON 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NC 28203 (1)704-334 348 (1)7N-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 0 N W N O Z r 3 W 0 a¢ J Z LL N Cc)0 _ o L a 3W x 1n20� Y 1' O 3 3 U) ¢ 2 2 u) °¢ a W = Z H Q DE 0 DJ (L 3 a '0 3 0 PROJ. MGR.: I WGB DESIGN BV: CJH DRAWN BV: RBB ~O PROJ. DATE: JULV 2022 DRAWING NUMBER: 10 OF 19 WKD PROJ. NO.: ZI 20210697 50'S'REAM BUFFER \� SEASON HIGH WATER TABLE (TYP) \ PROP. BMP (TYP) U ° 3:1 SLOPE — a MAX m NOTE: 1. BOTTOMLESS CULVERT TO BE DESIGNED DURING FINAL ENGINEERING. ALL PORTIONS OF THE CULVERT TO BE PERMANENTLY INSTALLED OUTSIDE OF THE TOP OF BANK & ORDINARY HIGH WATER MARK. 2. BOTTOMLESS CULVERTS SHALL BE REVIEWED AND APPROVED BY GASTON COUNTY & TOWN OF CRAMERTON FOR HYDRAULICS, b GEOTECHNICAL & STRUCTURAL ASPECTS. 17 E E E Q i LEGEND: ON —SITE STREAM BUFFER STREAM CHANNEL ��CCll VJ In V I l PROP. WATERLINE 61tl (TYP) / 50 STREAM BUFFER 3:1 SLOPE MAX 605 O 1 PROP. WING WALL V PROPOSED BOTTOMLESS CULVERT LENGTH: 85 FT UPSTREAM INV: 597.88 DOWNSTREAM INV: 596.89 610 PROP. WING WALL S / PROP. SANITARY SEWER MANHOLE / 1 ✓//lam \ PROP.STREAM 6� / SOFT BOTTOM CULVERT#3 50' STREAM BUFFER DISTURBANCE AREA \.0 /0 LF (± (t0.000 ACRE) PERENNIAL STREAM NN (i2,270 LF) EX. TOP OF BANK (TYP) / 50'STREAM BUFFER MV EX. BOTTOM OF BANK (TYP) PROPERTY BOUNDARY (TYP.) 0 oftwK INTEGRAL DICKSON Communities community infrastructure consultants llllllllll, 111111111111 SCALE: 1" = 50' iiiiiiiiZ D)%KSON 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, INC 28203 (1)704 "'S348 (07. 334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 0 PROD. MGR.: WGB DESIGN BV: CJH DRAWNBV: RBB p PROJ.DATE: JULV2022 DRAWING NUMBER: 11 OF 19 WKD PRGJ. NO.: 20210697 D)M%KSON STREET 1213 W. MOREHEAD SUITE 300 CHARLOTTE, NC 28203 (1)704-3345348 (0704-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 PROP. GRADE @ ROAD CENTERLINE 630 630 10- FM 1 625 625 0 620 620 z z < U 615 615 U -10 - z O co 10 �= O 610 610 o Zgcc a ENTERLI E m W 1.o 3 of LL " Z z 0 605 605 3 3 a _� CIE lz 600 600 W a w 2 Z 3 P =1mml Q W 595 595 0 a EXISTglIlEM 3 590 590 N MEN 0 U 0 Wj - 81+00 81+50 82+00 82+50 0 D _ a 17 o o U _O Z - z � a 3 o _ 0 E o D PROJ. MGR.: WEB E 16 0 16 32 80 0 80 16 DESIGN BV: CJH DRAWN BV: RBB Z PROJ. DATE: JULV 2022 2 - DRAWING NUMBER: 12 OF 19 SCALE: 1" = 16' VERTICLE SCALE: 1" = 80' HORIZONTALZI WKD PROJ. NO.: 20210697 D)M%KSON STREET 1213 W. MOREHEAD SUITE 300 CHARLOTTE, NC 28203 (1)704-3345348 (1)704-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 630 630 625 625 N 620 620 N Z W 3 615Lu SUBJECT 615 � 0 J J Z > J LL n Q 0 a= O 0 610 610 > a U o Zo m In z a 605 605 ,n20� LL g 0 3 3 U) W co 600 600 LU w ° a qalz F W W Z 3 595 595 _ = ~ 0 z W g a 3 590 590 N h c U 0 N m 0+00 0+50 1+00 1+50 2+00 2+50 2+84 U EXIST. GRADE PROP. GRADE o - 3 r `a 0 U _O a z � a 3 o _ 0 E o D PROJ. MGR.: WEB DESIGN BV: CJH E 16 0 16 32 80 0 80 16 DRAWN BV: RBB Z PROJ. DATE: JULV 2022 2 - DRAWING NUMBER: 13 OF 19 SCALE: 1" = 16' VERTICLE SCALE: 1" = 80' HORIZONTAL WKD PROJ. NO.: 20210697 CO I PROP. GRADE ±618.51 ±615.50 PROP. BOTTOMLESS CULV SPAN. ELEVATION TO CHANGE SUBJEC DURING FINAL PROP. WING WALL ENGINEERING. 100-YR: 603.90 3609.99 ±610.01 50.VR: 603.00 10-YR: 602.10 25-YR: 602.50 2-YR: 601.67 STREAM INV.: STREAM INV.: 4598.88 ±597.89 — EXIST. GRADE O O O) � O � O M O) O 6) DO 00 I� � N t0 I.C7 O O) O) O) O O 61 Ln Ln � Ln � L(� Ln Ln APPROXIMATE LOCATION OF EX, WETLAND GW - \ (FIELD LOCATED BY WEPG) (TYP) (NO IMPACT AREA) t0SF (t 0.000 ACRE) _ \.ADJACENT PROPERTY LINE i a 'a PROPOSED 16" WATERLINE WITH 10' . WATERLINE EASEMENT EACH SIDE. \/ (TYP) v /w \ o / a 1 / APPROXIMATE q F / LOCATION OF ASPHALT DRIVE (NOT FI ELD LOCATED) (TYP) U / APPROXIMATE LOCATION OF EXISTING EDGE OFPAVEMENT i h / � `m 31 3� / N1 / m LEGEND: ON —SITE STREAM BUFFER (34.66 AC.) E E E � WETLANDS d STREAM CHANNEL APPROXIMATE LOCATION OF EXISTING RIGHT-OF-WAY (NOT FIELD LOCATED)(TYP', PROP. 16" WATER MAIN (TYP) I Q. Wtwl< WDICKSON INTEGRAL community infrastructure consultants Communities 100 0 100 200 Z— SCALE: 1" = 100' ODICKSON 1213 W. MOREHEAD STREET SUITE 3W CHARLOTTE, NC 28203 (i)704-334-6348 (Q704-3340078 WWWWKDICKSON.COM NC LICENSE NO.F-0374 PROJ. MGR.: WGB DESIGN BV: CJH DRAWN BY: RBB PROD. DATE: JUL, 2022 DRAWING NUMBER: 14 OF 19 WKD PROJ. NO.: 20210697 .M S2 00 3r ®o 00 c�c NOTE: SUBSURFACE HYDROLOGY SOURCE / AND CONVEYANCE PLAN TO BE — I/ DETERMINED BY SUBSURFACE ENGINEERS IN THE FIELD. / LL co EX. WETLAND N TO I REMAIN ITYP) l— - - LEGEND: ON —SITE STREAM BUFFER WETLANDS STREAM CHANNEL 0 INTEGRAL ""rrirnUflities Iftwl< community infrastructure consultants \\\\\\ \\\\\\\ \ \�_ PROP. WATERLINE \A(TYP) \ \\\\ TREAM l\\ \\\BUFFER PROP. SANITARY SEWER EASEMENT(TYP.) zaiiiiiiiiiiiiQ—Z- 50 0 50 100 SCALE: 1" = 50' D)%KSON 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NC 28203 (1)704-3345348 (07N-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 0 PROJ. MGR.: I WEB DESIGN BV: CJH DRAWN BV: RBB Z PROJ. DATE: JULV 2022 DRAWING NUMBER: Y 15 OF 19 WKD PROJ. NO.: 20210697 'K 00 0 ®O� �No �o c�w0 cLL NOTE: SUBSURFACE HYDROLOGY SOURCE AND CONVEYANCE PLAN TO BE DETERMINED BY SUBSURFACE ENGINEERS IN THE FIELD. 15 PROP.SANIN SEWER MANHOLE (TYP) v —620 _ LEGEND: ON —SITE STREAM BUFFER WETLANDS STREAM CHANNEL (RO).WATERLINE / \ EXISTING. PROPERTY LINE (TYP) PROPOSED 25' PROJECT BOUNDARY BUFFER (TYP) V �h pp ADDITIONAL BUFFER PER NCDEQ \ REQUIREMENTS FOR VEGETATIVE y BUFFERS X WETLAND PROP. RETAINING WALL (TYP) Cd% o (n r 0 INTEGRAL rr,rnUriitit- WK DICKSON community infrastructure consultants TO REMAIN (TYP) (NO IMPACT) o Z— o D)%KSON 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NC 28203 (1)704-334 348 (07N-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 ro N W N U LU FZ F -1 LU w_ Z Or 0 a¢ z Z owoDO a Z 5Dc3'.0 �00L a w Y 5 0 Q ¢ H- 2 2 p Z LU `W g = 2 w �Q 3 0 a 0 0 D O 50 0 50 100 PROJ. MGR.: I WGB DESIGN BV: CJH DRAWN BV: RBB Z PROJ. DATE: JULV 2022 DRAWING NUMBER: SCALE: 1" = 50' ; 16OF19 WKD PROJ. NO.: zozloss7 NOTE: / SUBSURFACEHYDROLOGY SOURCE AND CONVEYANCE PLAN TO BE DETERMINED BY SUBSURFACE ENGINEERS IN THE FIELD. / PROPOSED 25' PROJECT BOUNDARY BUFFER (TYP) s9 Q / WETLAND MM TO REMAIN (TYP) / (NO IMPACTS) 00 / \\ 190 / •• SIZED) (TYP) . OUTFALL (NOT - PROP. RETAINING \ WALL (TYP) PROP. BMP \ (TYP) o 3:1 SLOPE \ \ 600 LEGEND: ON —SITE STREAM BUFFER WETLANDS STREAM CHANNEL INTEGRAL ,;rr,rr,ur,ities Iftwl< community infrastructure consultants PROP. SINGLE FAMILY LOTS TO BE REMOVED J T PLANSTO AVOIDNDIMPACTS r�t iiiiiQ-Z- 50 0 50 100 SCALE: 1" = 50' D)%KSON 1213 W. MOREHEAD STREET SUITE 300 CHARLOTTE, NC 28203 (1)704-3345348 (1)7N-334-0078 WWW.WKDICKSON.COM NC LICENSE NO.F-0374 0 PROJ. MGR.: I WGB DESIGN BV: CJH DRAWN BV: RBB Z PROJ. DATE: JULV 2022 DRAWING NUMBER: Y 17 OF 19 WKD PROD. NO.: zozloss7 'K 00 0 �zo �o� �Eo c0 � NOTE: SUBSURFACE HYDROLOGY SOURCE AND CONVEYANCE PLAN TO BE / DETERMINED BY SUBSURFACE 3:1 SLOPE ENGINEERS IN THE FIELD. 63 _ ( / 50'STREAM BUFFER � EX. WETLAND EE TO � REMAIN (TYP) (NO IMPACTS) "ll S � � PROP. RETAINING WALL (TYP) /� \ LEGEND: ON -SITE STREAM BUFFER WETLANDS STREAM CHANNEL 0 INTEGRAL "fnrrlUrlities Iftwl< community infrastructure consultants D)%KSON 1213 W. 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