The URL can be used to link to this page

Home My WebLink About20191656 Ver 1_A15005.00_Permit Drawings_20191204_20191205Indian Trap _ a e = d 6— 00,� . Ta or " Ee Ellen ? Es40 Crit Dr. Windsor Cir. Dr o D BEGIN PROJECT P ° Con pine' oo �o O � n `� tea• 86Gu stes, Hills Phi lips <yo Middle l ementa ns SCh� Sch. ti Elliot 1.36 1750I Clayton 1780 pt • Rd. stl St. ad. F < h4 Burlage or. V, 86 e <ea as �w en• Creek Nd es`e `C END PROJECT a G Ot. F I S Reads Bolin $ h VICINITY MAP TOWN OF CHAPEL HILL NORTH CAROLINA ESTES DRIVE BICYCLE & PEDESTRIAN IMPROVEMENTS i a°„pa• 11C TYPE OF WORK: GRADING PAVING DRAINAGE `"i`haeX Qd�D SIGNALS �& SIGNAGE NCDOT TIP: C-5179 Q Rd. Rd. WETLAND AND SURFACE WATER IMPACTS PERMIT TO a DESIGN DATA PROJECT LENGTH DESIGN SPEED = 35 MPH LENGTH OF PROJECT = 0.86 MILES FUNC. CLASSIFICATION = MINOR ARTERIAL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED • • PERMIT DRAWING SHEET 1 OF 5 w ®ar YB®R py ® s s �� ®p• TWAYL9R®��e GRAPHIC SCALES 20 10 0 20 40 50 25 0 50 100 10 5 0 10 20 PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) w z > Q oC p � � w 0 LLJ W LA C > W 06 O Lu U Ln U UICI m ROADWAY ENGINEER AA TEWART HYDRAULICS ENGINEER '4g hb VHB Engineering NC, P.C. (C-37'5) 940 Main Campus Drive, Sure 500 ,iergn. NC z7eoe DATE: OCTOBER 30, 2019 REVISIONS: NO. I DATE A15005.00 O 0 w C; F Z Ln +W Iw � _ V * tN (n w G I to J I SITE 1A MEC... CLEARING REMOVE ------" --------- _ — — wf_ SITE 1B FILL IN WETLAND FILL IN - WETLAND SITE 2 I I I - I \ I � � I MECH. r� \ CLEARING I � � o I \ I � � I � I ` ` I I \ I � -k -k I \ I I C — — — — — c I ----- -- E- C — -� ------- ------------ --- --- T5"-RCP,V—"--- C C F REMOVE F F \ \ \ I O N/F AMITY METHODIST CHURCH D.B. 2134, PG 72 P.B. 86, PG. 105 PIN 9789359195 DENOTES MECHANIZED CLEARING F DENOTES FILL IN WETLAND -- — =iW C LL A2" RCP -IV— S': 8Y5tV lb.V L — — 18" RCP-N 15" RCP -IV I CB REMOVE- -----------�------•----- T07. I I SITE 2 O N/F YMCA CHAPEL HILL INC. D.B. 254, PG 1288 P.B. 86, PG. 105 PIN 9789440825 PERMIT DRAWING SHEET 2 OF 5 M 00 Q Z N/F WHITCOMB RUMMEL D.B. 1331, PG 63 P.B. 33, PG. 91 PIN 9789455646 SITE IA c c I F _��-- i —F— — ' —�— --- ----- N I� m c m CB 15" RCP -IV CB 15" RCP-N W 2 -•-------- CB rn+ ------� - __--_�__ —=_= rn c 0 Z ---------- pp O rn REMOV A� IF F DEJ ——E- �— CLASS I RIP RAP \'9 EST 20 TONS EST 39 SY GEOTEXTILE O N/F FRED B. EMMERSON, JR. & LUCY CAROL DAVIS SHERMAN W. RICHARDSON & KAY A. RICHARDSON D.B. 1874, PG 50 P.B. 82, PG. 156 PIN 9789454085 0.00 SITE 1 B O N/F FRED B. EMMERSON, JR. & LUCY CAROL DAVIS SHERMAN W. RICHARDSON & KAY A. RICHARDSON D.B. 1874, PG 50 P.B. 82, PG. 156 PIN 9789456088 w z C) z w 0 w �Lu w a w0so I J N U Ln UI U1—I m ROADWAY ENGINEER PR6 LIMINAR��PLANS ....a T E WART HYDRAULICS ENGINEER '4svhb VHB Engineering NC, P_C. (C-3705) 940 Main aIpIN Drive Sui,e 500 egn. c neoe DATE: OCTOBER 30, 2019 REVISIONS: NO. I DATE A15005.00 7 SITE 1A MEC... CLEARING FILL IN WETLAND 1 I SITE 1B FILL IN - WETLAND \sS REMOVE 6 � 45 O ---_-- 5Cw— 445� O — w O �p - - ------ - -- -- -- — — — —_ Z�F- �es J +w _ ^ w V . N 15" RCP ----------- -- — — — Lu :n w - — — -- N - — — — — -- — C F (/ _ . • I I � 445 4 N/F ryl I Y METHODIST CHURCH D.B. 2134, PG 72 P.B. 86, PG. 105 PIN 9789359195 Q DENOTES MECHANIZED CLEARING F F DENOTES FILL IN WETLAND SITE 2 PERMIT DRAWING I 1.�54, PG 1 B. 86, PG. 1 I SHEET 3 OF 5 1h pe 00 Z MECH. CLEARING I o I \ 6 ITC B RU L 1331, G 63 I s P.B. PG. 1 W Z 978 5646 'xe \ Q 7U-) � v SITE o w w w w cn a REMOVE w \ �. aS O w U G C I � (�\ c C I F _ N r `/ �__ --------_ 1-4 rn N U rn m 4 RCP —IV U S 8558'/59E I I -- I 18"RCP—N I 435 N W l l I I C REMOVE C9 — 15" RCP —IV CB 15" RCP—N CB rn W = ■ - -�-- - a--•- --- -- r-•------------w------- rn r — ------------ O --- Z ROADWAY ENGINEER — P 11 X�� F SITE RE OV Ao F F \ \ SIT 1 STEWARTW Wart E P� HYDRAULICS ENGINEER J. CLASS IRIP RAP 9 \\ - 425 N EST 20 ,SONS S\ EST 34 SY GEOTEXTILE / /F 2, PG. 1 F D B. MER N, JR.& 7894 LUC CARD ARD S ERMEk W. RI, HARD A. RI Mbij- D.B..B. 1 4 P.B. .156 PI 894 085 '4svhb VHB Engineering NC, P_C. (C-3705) 940 Main ampus Drive Sure 500 e3 "gn. Nc z7eoe DATE: OCTOBER 30, 2019 REVISIONS: NO. I DATE A15005.00 KALE: 1-20' 7 .............................��.....■■:a__e�*■ouo.e.000.000u000.00.00.00.000u0000u0000uoo�cocw.uc_aou0000u0000uo.o..oc�.uuuuo■■■■ouo.ull ionno.��.■n000nn000nn.....��......nn.....rr■�.:�00000.00u0000u0000u0000u0000u0000u0000u0000u0000u0000u0000uuz_�.:e:z.ro.u.r..�.:_e.00.o.�.n i i i IN uuoo.ii n...00u000� i ii i •••••""C®CIIIIIIIIIIIIIIIIIIIICCC�:IIIIIIII:IIIII::::::III::::::::::IIC:::::::::::1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111:::9111 ::1111111111111111: IIIIIIIII.....L....L....IME ..................=��................................................................................................................................................................................�.................. .........��.......................I.....I............................................................................................................................................................................. ... �..�.................. .........==�...............��..W..........................................................................................................................................................................•�.................. .........��....Y........��........................................................................................................................................................................... .�P............... ........��........��.................................................................................................................................................................................... ...... WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1A 31+24/31+30 -L- LT. 42" RCP < 0.01 1 B 31 +59/31 +79 -L- RT. 42" RCP < 0.01 < 0.01 2 30+62/30+80 -L- RT Road Fill < 0.01 < 0.01 TOTALS: < 0.01 < 0.01 *Rounded totals are sum of actual impacts NOTES: Revised 2018 Feb