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HomeMy WebLinkAbout20180874 Ver 1_Permit Drawings_2018-05-25_20180622See Sheet fA For Index of Sheets See Sheet iB For Stondord Symbology Sheet ����� �� ����� �������� srw�re raaecr R8YBR6N1.8 N0. 1 1 �11 � � oeecaimoH PE � � .. � V � � O V � GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 s o l0 20 DESIGN DATA ADT 2013 = 22,300 ADT 2025 = 38,100 K = 9% D = 55% T = 5%* V = 50 MPH * (TTST=1%+DUAL 4°/a) FUNC CLASS = MINOR ARTERIAL PROJECT LENGTH %�KS PREPARED FOR THE CITY OF HUNTERSVILLE BY.• HYDRAULICS E1VGIIVEER Sr�,� T 100 STV Eogineers, Inc. 1 y 90o wesi r��,de s�, s��ie �is �,� no�rot,e, nc zs?a�z NC License Number F-0997 2012 STANDARD SPECIF7CATIONS LENGTH ROADWAY TIP PROJECT U-5114 = 0.671 MILES TOTAL LENGTH OF TIP PROJECT U-5114 = 0.67I MILES R1GHT OF WAY DATE: NIKKI HONEYCUTT, PE SEPTEMBER 6, 2016 PROJECT ENG7NEER LE'TTING DATE: MAAMOON ABDELAZIZ J U LY V, 2 018 I'ROJECT DESIGNER ROADWAY DESIGN EIYGINEER P.E. 1 FINAL IPLETED TO CHARLOTfE Permit Drawing Sheet 1 of 7 � � T LEGEND STREAM PERMIT IMPACT �' �SI- DENOTES PERMANENT AREA (AC) LENGTH (FT) IMPACTS IN SURFACE WATER SI- PERMANENT SW IMPACTS 0.02 189 �WI- DENOTES PERMANENT FILL IN WETLANDS WI - PERMANENT FILL IN WETLANDS 0.01 - �W2 - DENOTES EXCAVATION _ IN WETLANDS W2 - EXCAVATION <0.01 IN WETLANDS �W3 - DENOTES HAND CLEARING W3 - HAND CLEARING _ IN WETLANDS IN WETLANDS <0.01 / // 40 \\\ \ / � � MUDRA PATEL �� PI:01709419 � .�\\ = / �' DBs 26930, PG: 418 �\ � / M8:26, PG:231, L:2 O / DALLAS 5T �,:\\ / \ � � � - \ T� / 2T �\ / - LOPA MUDRA ASSOCIATES INC / PI: 01709420 W \\ DB: 24293, PG: 680 \�\ MB:26. PG:231, Lsl vr . tr DALLAS ST �\ � , �� I EF i ,�\ 1 l �E � -� r.�_ , �_ An� E � \ 31 MUDRA PATEL a PI: 01709418 ' � F DBa 26930, PG: 418 �� MB•26, PG:231. L:3 �� HILLCREST DR ��\ E � \ ��E \ I \ 29 LOPA P PATEL PIs 01709412 _ E E DB: 26930, PG: 421 M8s9, PG:271&299, Ls3 B:E �i F—�-- F� W 507 HILLCREST DR � � , I i � '',._ � �t�` - l� - \ i,-, I I �� W /J , / ,a i i ' �� �/ �/ ��� � o� 1 � 766 762 '— PROPOSED GRADE ' '� '_.��4 � � r :.� i � � � � r��T r- C��� � i i l �r `-r r l i l l 758 754 750 746 742 -Y4- DALLAS ST -Y3- STA. 13 + 17.3 ----- . f �.5/02% �----_ —��------___\\ EXISTIN� GROUND � ° `�. 3 i ,;-ri' -, - tr� -i=--�, . - } �+� 2 53% .� ,� \ �� � �� F END GRADE -Y3- STA. 16 + 7" "" ELEV. = 761.5 �� t ...-i: , �� �„ �,,. PI = 15f65.00 .�.� � � T � � � ' EL = 758.95' ?t � r r. . � s- �_ � VC = l50' TT++ =++ r-�--,,-. K= 54 � ��F I ���- fl �?, 4 , ,. III! �NI��11191�1� � � ��� I -.: - � °�� � ° �8����8��������� � � I��II��� I I�IlI� I��I�i�� I!I ����� ����� ��I�������� � �� II ' III ' �IIII' III ��� � .�.a_ _ . B ����' � � - -T = �y \��---- ---- � :-i r_r � . 7 z i__ i i, r : i . B.i -- ---_� �38 � I �-� -�- -I �- • 1-� � � � i �__L� � Pl=15t2997 LT �. �v', �<--��--�- - _ - - El = 790�` i +�7�3��- �!s,pq. r__ � -r T � i i Tr J ( � T.i—'__' 7 _'T'_ � _ - I I i�... _ . � !� �`� -:-I LC,:-��` �_�__ � i_i I : i i�i .I I1 Li_:.�_:_ RIP ERAP SWALE I E1=17365/6 LT 734 , - - �i r-� -� r -� i i T r � i-: _:-� r I -I , . I .-I. , . r I , , � , r�- � . -! Pl =16-10252 LT , , ` , , ' r ' , _ Pl =15+77.83 LT El = 736J0 E! = 737.86 730 13+00 14+00 15+00 16+00 STV 100 STV Engineers, Inc. soo we3c r�aae sc_, s��tz ns �2�, Charlotfe, IJC .8202 NC llcense Number F-0991 SITE 1 � SREE MAHA LAXMIINC PIs 01T09423 DB:10536, PG: 961 M8s42, PG:939, L:IB PROIECT REFERENCE NO. SHEET NO. U-5/l4 2 ILW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOGUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NA� 83 S STATESVILLE RD _ ! ,� (1 =� . � - \\ \ a. \`�_)-- � _ �r � �� ,H����e _ --_ �` _ SEE �� � r -�1 - - FIGURE �� ` - SITE 1 �,�� � �_ �; `�.; '=�1 �..�.. =� �� - �1_ � � � - 40' 0' 40' ''' permit Drawing �� $h69i' 2 Of 7 GRAPHIC SCALE 17+00 18+00 766 762 758 754 750 ' 746 742 738 734 � LEGEND STREAM PERMIT IMPACT \ 31 MUDRA PATEL I � PI:01T09418 `� m �AREA (AC) LENGTH (FT) F DBi 26930. PG: 418 �\ SI - DENOTES PERMANENT MB•26, PG:231. L:3 , IMPACTS IN SURFACE WATER SI - PERMANENT 0.02 189 \� HILLCRESTE D� WI- DENOTES PERMANENT SW IMPACTS �� � FILL IN WETLANDS WI - PERMANENT 0.01 \� �FILL IN WETLANDS - � W2 - DENOTES EXCAVATION E IN WETLANDS W2 - EXCAVATION <0.01 � IN WETLANDS �W3 - DENOTES HAND CLEARING W3 - HAND CLEARING _ �F —' IN WETLANDS IN WETLANDS <0.01 �6� � � �\ '� �� � �co MUDRA PATEL � �� /�`/ PI: 01709419 �\ �' DBs 26930, PG: 418 F �= � / M8:26, PG:231, L:2 � �� O / DALLAS 5T '� ,:\\ , � \ \ � �. / \ T� �_ 2z �\ �� � /- LOPA MUDRA ASSOCIATES INC 1 ;�-� / PI:01709420 W � \\ ' � DB: 24293, PG: 680 \ \, MB:26. PG:231, Lsl � DALLAS ST � �:= � � ��1 EF ,, �� - � �. _ � � � � E � / `� . ♦ ".',`.` �� �� ,.� �::� � .. ` ' ` ���� l�t � �' 29 STV EnglI1CC1'S, IOC. PROIECT REFERENCE NO. SHEET NO. ST`% 1�� soo we�c r��ae sc s� �z �u U-5/l4 3 �2�, Charlotfe IJC .8202 � - LOPA P PATEL Nc �oe,se N�mee� F asei ww sr+eEr No. I C - E DB: P6930, PG?421 ROADWAY DESIGN HYDRAULICS —� � - MBS9, PG:Z7IS�Z99, Ls3 B:E ENGINEER ENGINEER �� /�i F-!-- �;�� w: , 507 HILLCREST. DR S I TE � / �? " I _ � , �O �� I � \ F �� � �\ �� F _ � � . -�' ` DOGUMENT NOT CONSIDERED FINAL F I UNLESS ALL SIGNATURES COMPLETED � � �1I W J / � � i�� � � _ ���� �q� 83 �� ,/ � � � __ SREE MAHA LAXMIINC ���;, / PI: 01T09423 / DB: 10536. PG: 961 3 _ MBt42� PGt939� Ls18 v r�, � � :- -. S STATESVILLE RD - cn �,' '��L }i � 1 . � - � �i,,�� � .. � _' ' _ — � — IT , = _ -_ �---- __ � ������. -=- - 6`� ��� �\ I .,,0 .'` i I-± ' (%-'' /_/ .. " -- --- -`_ ---_ ���� � rw 1 . . = � � `� � � � • -''-- . , , _ r� - `` - ; I > - � --- --- � 3�1 �, �, ` m , ' _ ___ �(�J" -- SHP-�Q` ,� , _ � ', , i � - -- , �£ ` �, , , , '� , s; -' _ ,��ti `�� � , -- , . � '���1��� -_i, ='�`- ��� �, , =- r-,� �'�;���',�','�,��� __ SEE " ���- � M�P�E ��1 �, �, y �,',�„,, ;;� .�- � FIGURE 7g� 76E- - _ � '� � ,� � 6, � _ ` 766 762 '— PROPOSED GRADE ' '� '_.��4 � � r :.� i � � � � r��T r- C��� � i i l �r `-r r l i l l � - SITE 1 3 - �`� ---- ___, o„ � "� M'A�LE �� �70' ; - � z, �� ., \ ! � ,, . : �� �Q ��-� �� ��FE`• � �'rr �� , ��; � F �, � � '� � - 4 0' 0' 4 0' �� � � '' ' Permit Drawing \�� 'c $h69i' 3 Of 7 GRAPHIC SCALE � _ —i3— JIH. IOt/ ELEV. = 761.5 ��----- f ,1�.5/02% (+)22153"/. 758 --- _ ! ao5/o2� � ' —��-------_ -I� FI { � I 754 EXISTIN� GROUND ���`\\ -I,_ -�, . - I PI = I5f65.00 -r-�l- � T � ; . ' -Y4- DALLAS ST. . = lTT r i T r. � s= � EL = 758.95' , . -Y3- STA. 13+17.33 ' i �� VC l50' +� I-� � I T=Fr ���__ K= 54 ' �? F I �� I �� ' i i i-rr'_ i _ --� OS = 35 MPH 7 r 750 - � - � � ��_ � �r- _ � �_ � �_ �- � � � � ,-r� � �� r _ � � , , , -� r - �,� ' Pl = 13t20.00 ; EL =%6020' I �Ti r � y r � �; , �; � � � r� �; � �- � r l � r: \ � � �-� � � � �i � r �; VC = 340' � i i i -i --r' - i �' -n r- � r TF I - i-r i ��- i. DS 35 MPH �, ��� T,_ \ � � �� �, � �, � / �-� - �- � �-�- K = 52 ' � ' � �� - � � � � � . .T' -._ I : ; ' _ ._I _ , -r �7 i- .- i i i �. -i T I-i � �'� \ . I � T� _:,T 1 . !.7.5 i i�� i i ._: � / 746 i, ��� ;,� � � �,T � �� �� ,1 1 --__ � -� L : �L , , 3 _I \ �\ f r. r_, � :-- , � � __, � , � ' / _ � - � ��, � � % � �L _ � � � �� i � � -- �� �--r� � 742 r� _'„ _ r� i-, i �,-rr � �� r� ��,,- _ � �, r�-�-T� --� ;��__ �� =�� �„ � � � ; �, �T;= / =1 r-I , -�-�'-F � � I I � � rr � �� � � �� � � � � ,— � - � — � -� -- - -� � � L_ 1 __1 L 1 , � �. � _�_. _� __ �. �_,_ � � � -_� � � - - � � 1� � �\ � ____ — (y ��---- ---- � :-i r-r � -. 7 z i__ i i� r : i . B.i -- ---_� �38 � I �-� -�- -I �- • 1-� � � � i �__L� � Pl=15t2997 LT �. �v', �� ' EI = 790A8 �+)�J3�'" �!6.p4• � r--_ � -r T � - � � Tr= J � T-- 7 —'T'- 7 - I I T' - I I -:-I L�, :-��� .-_'__ � i_1 I : i i�i . I �1 Li_:. �_:_ RIPERAP SWALE E1=17365/6 LT 734 , - - �i r-� -� r -� i i T r � i-: _:-� r I -I , . I .-I. , . r I , , � , r�- � . -! Pl =16-10252 LT , , ` , , ' r ' , _ Pl =15+77.83 LT El = 736J0 E! = 737.86 ��� 730 �; �? 13+00 14+00 15+00 16+00 17+00 —� 18+00 766 762 758 754 750 ' 746 742 738 734 � � E— — E � cn3 � I �j � � '� PDE � � � 3 �o y � 31 MUDRA PATEL PI: 01709418 D8s 26930, PGs 418 ' M8:26. PG:231, L:3 ' _' HILLCREST DR 51- PERMANENT - IMPACTS IN SURFACE WATER ' � 0 3 O J LJL W- / E t— �W2 - XCAVATION ' IN WE ANDS ��F ------____ �� � // / ,p /� 1 i r � W3 - TEMPORAy � HAND CLEARING IN WETLANDS Q � �O�> � . �Y SI- PERMANENT- IMPACTS IN SURFACE WATER 28 SREE MAHA LAXMIINC PI: 01709423 DB:10536. PG: 961 MB:42. PGs939, Ls18 5 STATESVILLE RD WI– PERMANENT' FILL IN WETLANDS 29 ` LOPA P PATEL PI: 01709412 DB: 26930, PG: 421 MB:9, PG:271&299. La3 B:E 507 HILLCREST DR RIP RAP SWALE � \ �O O� � � /� / / / 1 �A � � � -� � -� v � m � � � � � \ \ \ \ -o � v m 1\ � ` �� �� 3 \� o � J LL � TOE PROTECTION NA� 83 LEGEND �SI- DENOTES PERMANENT IMPACTS IN SURFACE WATER �WI- DENOTES PERMANENT FILL IN WETLANDS �W2 - DENOTES EXCAVATION IN WETLANDS �W3 - DENOTES HAN� CLEARING IN WETLANDS STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) 51- PERMANENT 0.02 189 SW IMPACTS WI- PERMANENT 0.01 - FILL IN WETLANDS W2 - EXCAVATION <0.01 - IN WETLANDS W3 - HAND CLEARING <0.01 - IN WETLANDS 2�� �� 2�� GRAPHIC SCALE Permit Drawing Sheet 4 of 7 ����� DIVISION OF HIGHWAYS MECgLENBURG COUNTY PROJECT: U-511� US 21 AND GILEAD ROAD INTERSECTION IMPROVEMENTS � 5�25/2018 SHEET �Q OF 7 � � � ORIGINAL GROUND m —�—�c, �➢ ia CROSS SECTION AT PIPE INLET ORIGINAL GROUND , � � �_ i i I / � y✓ � � � ' ��a I I lia � � 1 „ � J y � l' � = I � � `�n� � � I I � IF ;' i � � I I _ - � ' TOE PROTECTION 1 / 7 / � I - / . . y- . , � RIP RAP SWALE � �� o �F I I 5 ' � I - ., � � � � � I � �� GRADE TO DRAIN ' �� t� ' I I ���E TO ���� � � � � i .: � I1 � I� �$- �/ \` i - - _. _MLB- � `- �' 48" RCP�II �F Sf _ - � - _- }) � ' I I � � I -� --:�'-�, FLOW� �'- ,— — — � OTCB OTCB FLOW-> COLLAR AND -� � �� '-_' ._ � � �'-.' SF( �� � JS- EXTEND 36 PIPE I II ...—�\��`�F��w�� /...-- lS\ �FLOW� ��� r � ---- -�___��-_ J � � � ' . ... _ , 6 � ���� ' � � I w '� � �=-°�-^ �` �a � ?eu-ti �� �0 � - - `� � ) � �� � � � `� �l �)� � I � I I �` MH 1 , ? ' I > I `; � : � �� � � I I �� � ' � � � �, �`� Q° � s' �� � I � I 1 �' � j ' � �; 764 _ _ _ _ - i i'. �, � I __ _; _u ; . ._ i- � . _. - -- -- ___ _ _ ____ �i-u���,_u-�u- � � � �i u �-i-� ,� � - -� ---J_ _ _� - � — - -- --- i- � � � -i � r 1 �- i 1 +� 1 � , -- , � , i � � , �, �1 ,� , �; 1 , __ _ __ _,- � r ___ _ -- _ ____ --- �. .:� . :--- -- __ _ _�_. 760 ,--;_-� f '� I � � ; �; � . , 4 � ��� �,� , � � � , _ =� __ I � i_ r_ ,'-� � , � i i i i � �-� � ��l _ I - -- __ i I'I I '_ f .I 'II I :i:_f j_ 756 �I �I I I I i � -_; � i - : ,�� _:-� � �: :-��� k. :- �: � �- � ' t r, I , _. r� +t �� ,�i t �: E �_ F L : . - �_f i ;-� . I . : I I I I . ; ! . =}=F : _f.. . �, II II II I I II , `-T-r : � - i � � ;: �::-�r[ <<r � i i � r 7�J2 I i i r ii i r rl- r i- i ii- l �i --r il. :ill i: : �_f "�I ._ r .,- � . ,,_ ,,_ , ,. --r �� , _ . ., ;. ; __: :. � I . _, _. _ ,. , . ,.. � i _;: i,1- l "I � ' : ; .. ; : ; ;t' _._. ._.. _... .... .._ I _ I _ --- __., .,.. .._ _ _ _ _ _------- ---- .... .. _.._._ ' � '; I i:i_ I L:i_: - �, r � -r � L ;I �+ ry -, , _ 748 '.: '.:: I� . I� � I � I , �- � I-�-�I -- �� I 1� �-�� � I � " , -� � _ : � � � ' ! �. :- ��� �� .. � _� �� . � - '� � ', � ; + _ F: � ,�- � -. � � ,, �.� . F--i .�'i. . .. .I.. 1 ii. . .':,.. '_ '__' I,._ _ � � ._ " � J.rr. _�1-L �.._ �L _ ... �. 744 I-� r-1--G �--'-_ L I � I I j I I � � � r i�_ i I rl _, r i i ri � � ' I I_ 77 �r r � � 740 u, � _ °' 736 E � rn � 732 � r � E ` 728 � w Vi s 724 w � � �� 720 �� �-T- —T -,-� l=1 �I f; �--�F� I; � I r�-� �_ � � � �_� � � �- - -- � . - . -- � � � �, �� � ___ ___ - _'; �� �j�_ I , �II � - - -- -- �_ -----��--���_\_'_—``_ ` _, � r � �� ��- �� , r � �, r--,T� �,, �� � r- �� rf � ��- �- � �I --I � � �, � � =1� F � 1� r - � � -- GRADE TO ORA/N �- GRADE TO DRAIN ` '- -------------- 10+00 11 + 00 12+00 _�:. i=�= STV 100 STV Engmeers, Inc. soo we3c r�aae sc_ s� tz ns p�2(�, Charlotfe IJC .8202 NC lceise Number F 0991 Q� 2� Q � PROIECT REFERENCE NO. SHEET NO. U-5/l4 5 ILW SHEEf NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOGUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED i �i j '��I�'' � I �� .� / . . � � - , � �i`, -�� ' -----__ - - -- —_ - � -- 4 0' 0' 4 0' Pern�it Drawing Sheet 5 of 7 GRAPHIC SCALE --------------------------------- --------------- ---- � - --------------------- - � - ----------------- � ---- �� � EXIST 36'RCP ------------------------------------------ 36'RCP ----------------------------------------- ��� _ OTliO ' . . — ________ � I � ' ' ' � ' I I I I��I�F'll � �;+� �� �;j� ����+�� �jv�i j,�:�_� ���,�� �,�f �= � �-� � I����kl ��I�kl I� �� � 13+00 14+00 15+00 764 760 756 752 748 744 740 736 732 72 8 724 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft ft ft -Y3- 15+Zg (1) 68' Class III 48" 1 to (1) 64' Class III 48" 0.01 < 0.01 < 0.01 0.02 189 -Y3- 16+46 1 28' Class III 36" TOTALS: 0.01 < 0.01 < 0.01 0.02 189.00 I�li�hWay North Carolina Department of Transportation i�.° � Stormwater_; � � TM , ,.,_ �� Highway Stormwater Progrem �ll�� STORMWATER MANAGEMENT PLAN \�=`' (Version 2.05; Released April 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: U-5114 County(ies): Mecklenburg Page 1 of 4 General Project Information WBS Element: TIP Number: U-5114 Pro'ect T pe: Roadwa Widenin Date: 10/10/2016 NCDOT Contact: Vincent Rivers Contractor / Desi ner: STV En ineers, Inc. - Davin Morrison Address: NCDOT - Hydraulics Unit Address: g00 West Trade Street 1000 Birch Ridge Drive Suite 715 Ralei h, NC 27610 Charlotte, NC 28202 Phone: 919-707-6748 Phone: 704-816-2528 Email: vnrivers ncdot. ov Email: davin.morrison stvinc.com Cit ITown: Huntersville Count ies : Mecklenbur River Basin s: Catawba CAMA Coun ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : Approx.1.5 miles Surroundin Land Use: Commercial & Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 20.3 ac. 15.0 ac. Typical Cross Section Description: US-21 - Four lane (12' inside & 14' outside) highway section with turn lanes, curb & US-21 & Gilead Road - Two lane (12' each) highway section with turn lanes, some gutter, sidewalks, and concrete medians. Gilead Road - Four lane (12' each) highway curb & gutter, ditches, and sidewalks. section with turn lanes, bike lanes (4' each), curb & gutter, and sidewalks. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 38,100 Year: 2025 Existin : 22,300 Year: 2013 General Project Narretive: This project proposes road widening at and near the intersection of Statesville Road (US-21) & Gilead Road (SR-2136). The project will typically widen the existing two lane (Description of Minimization of Water highway sections to a four lane highway section to improve vehicular and pedestrian mobility. The project area's land use is mostly commercial with some residential. The Quality Impacts) project's storm water will discharge into two un-named tributaries of Torrence Creek. Water Quality Impacts were minimized by using a dry detention basin, preformed scour hole, grassed swales, and rip rap energy dissapator aprons at storm water outfall locations. . J "' Surface Water Body (1): UT to Torrence Creek NCDWR Stream Index No.: 11-115-4 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Other Stream Classification: Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N!A Project Includes Bridge Spannin Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative)