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C303 Entrance P&P_20200409
L.CiBite"da \ \ Powered by partnership. I50 50 10 150 _ 200 ' I l r / _ 804.15 602.00 f \ I 615 St. George Square I" - tar TYPICAL ENTRANCE ROAD SECTION _ -- .......,� " .,.,� \ \ ` \ ( II I - - �I NIS Y \ `\ t5 ` IFj-��i _ 4 \ (TO BE HEAVY DUTY PAVEMENT \ � ~� � \ ls� 1 � \ ;04.00 � 606 00 605.00 _ Suite 300 It 10' ABC STONE FROM CLARK RD. TO STA 18+94) \ ;� \ \ \ a �`, ` , ` F - Winston-Salem, NC 27103 \ \ 51 RETAINWe I o 336-842 4065 \ WALL 6a .nS DSKIMMERO. 6BASIN #6/1 /O 1 / C#0430 1 \ ` < 00 — r� 7 ' _ __ ~ `a 1 0 z4'X1o'-4" AREA I r _ , � - labella �p Z / ! /` 6 30' 6' 6' \ \ ar \ `BRIDGE CULVERT I-,M pc.com I �l r p A L SKIMMER BASIN #8/ ' EXIST. 12" RCP 1.5" S 9.5 B / S.D.O. #8 \ � ASPHALT TOP F BANK -P c p�INV = 6 O �/ / /BOTH ENDS BURIED �� \ n (BURIED) r // t' FT " FT r-/Fr m Oh00 _ ( ` m I' 'r Q ttt11111111 t1/I 1 V. EXIST. 18" RCP ( ___ 1 1 1 \ S _ c 1 ! I— �� T INV. = 610.49 } � 3 3 3 3 \ SKIMMER =N, 1 � -' ��• �(NCAROM�• � (BURIED) INV. = 610.89 I BASIN #5/ O :'FESS p' .•7 I 10" ABC STONE 2.5" 119.0 B ASPHALT S.D.O. #5- WASHED STONE TO BE USED I FOR THE RETAINING WALL & / M ROADWAY BACKFILL FOR THE / \ � l r ! ENTIRE LENGTH OF THE 22052 _ WALLS t, / I ��C NCDOT STEEL o lFES 2 ' — O BEAM GUARDRAIL , FN rGP INV. =�611.79 �� FI ( ` \ 'i ...........GINS .••' �. \� 225 LF FACE AT E.P. c i� 9 EX. EDP r II C II �� ,,.- ,. _ — I I A \\ I ..- ELEV. = 616.09 7J � 1� S2 / l � � \ \ o � � �/! �� A. tQro ,�> r- S O , L_.. \ I m 'AAl 1 1 1 1 L 1111 J m ' SIGHTITRIANGLE 02 SKIMMER BASIN #18/ o N S.D.O. #18 ` SKIMMER BASIN S.D.O. #7 A \ o / ROCK PIPE - INTLET ^_ _ / ( a PROTECTION 80' OF 2 RCP —t — — _ CROSS ! FES 13 ~ , ` ` SKIMMER I BASIN / t r®1.0% a32.6e S.D.O. #4 /I FES 1 t o k 6,2� o r O 633.46 ` ` INV.=624.48 f ,INV. = 612.5 o v 14, ` f � 48.03 LFfff \ s33.so 633.06 O•rF 15" RCP / r GRAVE=630�25 ` IDI\2 - r .� -/ / r r / GRATE=629.20 SKIMMER BASIN #17 / �. . NV. 627.00 SDO ! 3 f 5' SIDEWALK WITH ADA - /// ACCESSIBLE RAMPS � 126.90 LF ADA SIGNS REQUIRED FOR 0 0 4 / / l N \ \\ \ \ V I ©2019 LaBella Associates / OF 15" RCP 1 ALL HANDICAP SPOTS SKIMMER BASIN #27/ ( 07_ \� \ \ t\ \\ I ' ' I / S.D.O. #27 / °o �i / / r WSW 1 MONITORING WELL ALAMANCE \ O�\'�� l ( ✓ / �l ,s \ \ \ \ ` }OUTLETS(TYP) ! 1 TONE1 / a ,� i -' , '' �' / / V l I f� �o I -' _ AGGREGATES, LLC Mr. Chad Threatt VP SKIMMER BASIN #26/ e Q ` MONITORING WE L l / I ( /� / r S.D.O. #26 / f / 7 0 670 670 ------------- - - s - - - - - - - - 660 A 6 � - g - - - --- ----------------- ERR - OR I- 650 - - - - - 650 - - - - - - - - _ _ - - Snow Camp Mine 640 640 G 630 _ _ - - - T 1 630 0 D - - - - 0 0 _ 2 3/31/20 NCDEMLR COMMENTS t - - - - - _ 1 1/20/20 ADDITIONAL STREAM INFO-ALAM.AGG. - - &LAND QUALITY COMMENTS 620 620 N0: DATE: DESCRIPTION: - _ REVISIONS - - - - PROJECT NUMBER: _ - 2190335 6 10 _ 61 0 DRAWN BY: KCG/ATC/BWS _ _ _ _ _ REVIEWED BY: PAS ISSUED FOR: CONSTRUCTION 600 600 - DATE: _ - - - - 4/9/20 m _ - - - - -R-H P N14- E DRAWING NAME: - - _ - - U R - 590 - - - - I N D Q - - 590 E o - - o s 580 - -- - - - -- - - - 580 d O - c PLAN AND PROFILE U U _ M . 570 570 EDRAWING NUMBER: M E of U O N r t N (0 r t N N DD M M N O M co o] O M O o0 (o M N 00 O W U r r O M M (o W O O t r r O t r QO O N 10 t m in N N O t O t M 01 N t o7 t r (0 m r (0 a0 t M <O 0 o O (0 N r M 10 r O N O (O 10 .- <0 '0 O O (O t N 0) 10 M r co O N — N M t CO M M t t 0 N t r O 00 r O N N t t M UT 0] c0 p0 O 01 O O q N O q O r0 � t t t 0> r lD r p (o d' r (0 0) 0D 0 O) N M N Ui d- (6 L6 06 r 6 O O N - N d' M I� 1(i Oi (o O '6 Vi O d' r N M O O o7 Ih `6 LO V) t7 M O Oi O r Oi r0 oo to co .- 10 O N oo r (o o Lo .- Ln d' to m r t7 of h 0) N N N N N N N N N N N N N M M M M M M M IM M M t M t M t M M M M M M N N N N N N N N N N N O O 0 0 O M O 0> O 0) 0 0 O O O 50 0 50 1D0 150 200 m t0 (O (O (O (0 (O O (0 O O O O O (O O O CO t0 V7 O O O O 0 V) m 0 (D t0 to 0 0 O u) O M C0 (0 O O o1 0 U) O O O to V7 O V1 0 O 0 0 0 (0 0 (D (0 M M t0 0) O W O co N O M t0 V1 to O O O (0 t I I I I I q M O N OJ HORIZONTAL 1^ = 1oa AML MIL E VERTICAL 1" = 10' mum wmr'lma —0+35+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+94.45 L; oa