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HomeMy WebLinkAbout20190465 Ver 1_17BP.4.R.92_Permit Drawings_BUFFER_20190222_20190410� � � � � � � � � � � L � � � o ��- �, Q� `�' ' o � rn� � o �� N � � �N a W�� �o0 � N� Q cvo��� N O� . . � . � � ., � � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet ����� �� � ��� ��� ����� �������� �� ���� ��� LOCATI01�: BRIDGE 970092 01� SHARI'E STORE RD. (SR 1339) O T�ER TO W1� CREEK TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G BUFFER IMPACTS PERMIT A1�D C UL VER T ���� � �� .��_ �' ��� � ����� �'T� � O s, �s\� ,5, -, c,� ��= �-- � F BEGI N —L— STA TO SR 1619 (BARN ES ST.) C U LVE RT ����'s�� ��� Fi(� . 15 + 42 .42 �� � � �� � r N N O M O O • � �V E N D C U LVE RT `�� ��� —L— STA. 15 + 83.58 BEGIN PROJECT —L— STA. 11 + 00.00 �s � � \ \ �v�.� ���:�� v��� �� �� \� � � �����, �� ,_ - � � �� � > ,� � � i ' "'t, � � / �� � � :'= 90% PLANS END PROJECT —L— STA. 19 + 00.00 � � ;, � �' � � � � � \ o � �� � �� \ \ � �, � �� �� \� \\\ � ��� � � �, � � /�� , �� /� � �/ � � � % �s ro r'� G SR �3 F�o 40 � cy R�. J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepored In the Office of: HYDRAULICS E111GI1�EER ��,,�� � � � � � �,,,,,, GRAPHIC SCALES DESIGI� DATA PRO ECT LEI�GTH 504 Meadowland Drive ,,��� �N. �ARo '�%,, J � Hilisborough, NC 27278-8551 �� Q�. '�cESSIq�� �/�i �: Voice: (919) 732-3883 � _� � 9 ; ADT 2016 = 450 Fax: (919) 732-6776 ' SEAL 50 25 0 50 100 ADT 2025 = 1120 LENGTH ROADWAY PROJECT = 0.144 MILES DESIGNANDENGINEERINGSERVICES www.summit-engineer.com = � O4fZZ6 ' = Q0� �o' �'� FIRM NO. P-0339 % �.. .: �\ �� C�, o T = 6 0�0 * _ 2018 STANDARD SPECIFICATIONS �;��Q ''• �bGINE,�•'' ��� Q`` �� LENGTH STRUCTURES PROJECT - 0.008 MILES % ti� `�,� � �o PLANS �S ,� * � V= 55 MPH �% M. PP ,,. TOTAL LENGTH PROJECT = 0.152 MILES SIGNATURE: PE ��i�����iii�„``� � a 50 25 0 50 100 RIGHT OF WAY DATE: �' BRANDON W. JOHNSON. PE ��,,,,""",,,,,, a o PROJECT ENGINEER ROADWAY DESIGIV ,�����N �ARO��'%,, � o * TTST = 3% DUAL 3% NOVEMBER 6 2018 �' o..���� ��v��..ti = �' a PROFILE HORIZONTAL ' E11tGI11tEER ; �: � q� �.v =; ��� Q�Q � � _ � � SEAL �: z = � Qo FUNC CLASS = LETTI11lG DATE: FAITH E. JAHNKE, PE ;��: 034371 ;�\ °� �r°3Q�� 10 5 0 10 20 0.. �IN�...'� LOCAL RURAL 11tCDOT C01�TACT: CHAD COGGINS PROJECT DESIGN ENGINEER ; _� SUB-REGIONAL TIER DIVISION 4 CONTACT APRIL 16, 2019 PE�oN�iw�i �o,,,�� PROFILE (VERTICAL) "' SIGNATURE: � i z n 0 �z w n z� n � 0 N 0 BUFFER DRAWING SHEET 1 OF 5 • DETOUR ROUTE N O � > w � � � � � � � � � � N � � Q o� �L � Q _� ��- o� N�� �N m� w� �� �� N� ::--- -- -- - 3 Sta. = 14 + 52 -L- LT Q2= 0.13 CFS NANCY WELLS DRIVER V2 = 1.15 FPS 2 d= 0.24 FT s = 0.013 FTiFT n = 0.035 � BEGIN PROJECT Liner= GRASS � SOUTHERN STARS HOLDING COMPANY,LLC � -L - ST A ll +00.00 � ` Sta. = 14 + 52 -L- LT ` G210= 0.17 CFS � L I RIP-RAP i V10= 1.28 FPS � SEE INLET � d= 0.28 FT �O O. s= 0.013 FTifT '�STO� ��� DETAIL BELOW B � - ----- - i ------ n = 0.035 � Liner= GRASS q�j� � �� ) ' �� � � V DITCH � �" � � �� � � '; , a / � .. � - ______ I - - SEE D TAIL 4-2 _ � -� ��'- - - 8 TON CL., B RIP-RAI? �� � �� � ,/� �= � \ 21 SY GEO EXTILE i � , - PUE t ,r� , � re �� �s � � I TOE PROTECTION `� � � ��,� j5-ra � r � S EE DETAI L 4-1 E �, _� , �, _, � IF � � � _ � ,, � ��., ��'� �I � ; � � �� P(/E _ TIE�T � �, PU f . '� � _ Q . , � �-�� � , ; r � � -L � � � � - EXISTIN � � ��,. ,� �� "' - I ' �� - ��___ IF � pVE � �- � � .�i pV� _ _. � � � � � t ������� �h� _ - - - - - - - � � - - - �---- , .r �, _ , , - -- � w� -� F 1 , ,. -- - � �, � -, ,- �� � - ��-_ �_�, r 1 ��,��,, - - --------------- � -- �� 1'�sl� -_ __ , �� _ _ --- - - - - - ---�- - - -- -- -- - _ - - - - --------- r- - ---=1== =- ==-1-- � -- --=-- _ ��===== - - - - - --_ -- --- -- o r o 0 0 =_ __ _ - t ----- i u _ __ - ----- -- o 0 o N 4° / 4 � -- � � � �n � �"� !_�3� SHA;r�F � ,�i � R� �r�f��T :, - ' , / �� o 0 0 o N ;' ` - _ , „ - 3'X5 RCBC � � �� • --- _------ r- � - - 1_ y _ - --- - ---- -- -_- -- ; - � � --- -- --- ---- -- -- - - - -- - ----�- -- �---- - -- - -- ---- - � � -rF- ,., F F F� REU TL- > �''- � F > , ,,_ _ _� � _� .. --� >_sT�N� � ;� ---- ---� -- -- � � < ,- C _ , � ' E E _ - - = - � - - ''$-�' �� , . E � �' � - - , � "�' � � E � TIE �9 EXI�TING DIT � �,, � TEMPORARV PIPE FOR LVER ONSTRUCTION � I RIP-RA LINED SPECIAL CUT DITCH � I, / SEE DETAIL 4-3 I ERVIOUS I E FOR CULVERT ONSTRUCTION� DETAIL 4-1 TOE PROTECTION ( Not to Scale) �� FILL NATURAL ��,'C��� SLOPE GROUND d � GEOTEXTILE d = 0.5 Ft. Type of Liner= 8 TON CL B Rip-Rap, 9 SY GEOTEXTILE ROM STA. 11 + 25 TO STA. 11 + 75 -L- LT D ETAI L 4-2 SPECIAL LATERAL 'V' DITCH ( Not to Scale) Natural � '� �� � Fill Ground pR 3•� ��O'�e Slope F�� D F Min. D= 1.2 Ft. TIE TO EXISTING DITCH � � � � � � SPECIAL LATERAL V-DITCH EGIN CULVERT SEE DETAIL 4-2 CL I RIP-RAP -L - ST A l5 +42.42 SEE OUTLET a TIE TO EXISTING DITCH DETAIL BELOW � Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT Q2 = 4.4 CFS Q2 = 4.8 CFS V2 = 1.68 FPS V2 = 1.46 FPS PC Sto. 10+78.25 PT Sta. 12+77.45 5= o:o„ S- 0:003 FTiFT n = 0.054 n = 0.035 Liner= CL B RIP RAP Liner= GRASS 1 D ETAI L 4-3 RIP-RAP LINED SPECIAL CUT DITCH ( Not to Scale) � Front 1 � Ditch °�.4., T 3.�.n't16� Slope d Geotextile Min. D= 1.1 Ft. Type of Liner= 35 TON CI B Rip-Rap Max. d= 1.1 Ft. 62 SY GEOTEXTILE RTHUR VERNON BATTS (HEIRS) Sta. = 14 + 90 -L- RT Sta. = 16 + 05 -L- RT Q10= 5.7 CFS Q10= 6.6 CFS V10= 1.79 FPS V10= 1.58 FPS d= 1.03 FT d- 1.18 FT s= 0.011 s 0.003 FTiFT n = 0.054 n = 0.035 Liner= CL B RIP RAP Liner= GRASS -L - Pl Sto ll +77.86 Pl Sto l8 +05.33 �= 2° /3' 2/.7" �RT ) �= 20' 03' 24.4" (RT l D= l° 06' S6.8" D= 9° 0/' 22.6" L = 199.20' L = 222.29' T = 99.6/' T = 112.29' R = 5,135.00' R = 635.00' DS = 55 MPH DS = 45 MPH SE = 03 SE = 06 PC Sta. l6 +93.0: 6 END C LVERT GEORGE E. TYSON. JR. -L- STA l fS.3.J�S AND RUTH ANN EDWARDS BRIDGE NOo 970092 z n 0 � Z w� n � �-- 0 N 0 END PROJECT -L - ST A l9 +00.00 �'� '�-+ • � ` � '' � ► ���!.�"+e�'�" �I��'■ � � (�il �s �> �-'r� �,>.- lf�i� ^ i r, �����:�'ii�11 , ������ 4'w����,`i�����.,��� PROP CR' a. 15+51� EL. 119.� INSET S 2' �---.,, _ � ��� o ����� . ,, - - - _� F * -_ o =� � � � -- � __�_ � RF \ � � __- I DIKE FOR CULVERT (v -- \ � - TION _ / � � - O ` ` Tq�� „ , < - c � .<- � � � , _ _� - -- --- � � � - _ -- � ,�-�-�� , � � � _ �, _ ^ - � �, - - - ---� � ; � "s � �,Q ° \ _ ., c � j , ,. , � � , � , ,� ; - ; � �S TEMPORARY PIPE FOR CULVERT ° F / � \ ) y _ CONSTRUCTION � / r/�,, � � ' �� ' �\ -V / �"J �I �� � `-�.... i . �� , , ' \\\�.,� \ \ � . i? ._ J �(/ \ � V ' '� � � �' � � o � � �� �'`��FT �D ��r � , � � � � � �l � ��' � , / �oRe 6 ', ,q�i� � ' \2o'a � \\ � -. � � � � � W� �Xi � � , �, �``� \ Y� TIE O EXISTING DITCH ? , , �� � ���`�`� �'�� � ��� WAYNE FRANCIS DAVIS � ��` ;� �� � �� , � "� � �\ AND WIFE, ' �� � �� � � �o,�Aek��� ��?� � j' �� Tl W �' � �,� � PHYLISS CAROL OUTLAW DA�VIS � n �� '' , i � � � � _. � �_ A . � SPE� LATERAL � � � � � \ �� �! �� i \ � V DITC � � /�,� � � � � E/p SEE DE AIL 4-2 , � `�C ; , ISFD ,� � EE SHEET 3 FOR ENLARGEMENT , � /��' � � , �V� � � �� � �E� J �� , 4 �� � � M� i �; �� � Q � C � � � N� , � qN� � F � , LAWRENCE G. BALLARD� III k ✓qCKY yU F�s �, � � , R � SeqN� TER A N �S T�R �✓R PT Sto. l9 +15.32 ' • N PROJECT REFERENCE NO. SHEET NO. B -5998 4 ILW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��,,,, �� � � � ��,,,,,,� ��,,,, � � � � ��,,,,,,,,�, ,�� ����AR��i �-, .�� ���` ����i �% ; �.O �;'9� . tiy = ; =O . �#��Gq�•.!�.9 ; = co SEAL Z - ' SEAL = = � �• 034371 : � � � �'•. 046226 ;'� � �'��� � •.�`.,�G, INE�•' `Z`�� �%�� •.<`.�,G, IN,E,�•`'`� IO�\` ` O� ��, . ''��//// W . \?O�`' i'�/,,,,,"�• PP\\\r\. 111111� /llllllll�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the SU��IT NC FIRM LICENSE No: P-0339 OfFice of: 504 Meadowlands Drive 1r ,G�µoENG�EER�s� Hillsborough, NC 27278 � (919) 732-3883 - (919) 732-6676 (FAX) SEE SHEET S C-1 T 0 C-7 FOR CULV ERT PLANS {������ ALLOWABLE IMPACTS ZONE 1 ������� ALLOWABLE IMPACTS ZONE 2 ����� BUFFER DRAWING SHEET 2 OF 5 ♦ \ ���, FROM STA. 10 + 75 TO STA. 12 + 25 -L- RT FROM STA. 14 + 50 TO STA. 15 + 55 -L- RT FROM STA. 14 + 50 TO STA. 15 + 38 -L- LT FROM STA. 15 + 80 TO STA. 18 + 35 -L- RT . . . ___� . . . . . . �; . ___� . : -� I --------- -- __ __ ___--- -- __ __ __------ __ __ ______- ____ __-__-_--- __�__L____ �_�_�_� _�_�_�_�__�_�__�__�__�_�_ � � � _�_�_� � � _ �__ --- - - - �-----_ _--- ---- -_ -L- S R 13 3 9 S HARP E STO RE RD . � - _ �_ c � - � � - 15 O BEGIN GRADE _ �. �� _ � i i �� � a� � _ a �V _ - '-- _ _ :�_ _ � _ i Q L- STA //+00 � � � , � - EL l2/.5/ - Pl - 12�95.00 Pl -_ 15+60.00 __ Pl - 17+20.00 , -- � � _ i � , _ , ii _ , - � _ W � E� - ll .05 � I _ EL - 119.88 EL = 117.74 _ - _ , -- EXISTING GRADE a � VC _ 380 � � � VC _= l50' o� � VC - l60 � � - - � ' � 14 0 ; <' � -2J8/9% Q K- ll3 K 62 ~ K= 98 �. _ �, � - END GRADE _ �_ a+� �' i' � D= 55 MPH _ v'� . D= 45 MPH �n � i D= 50 MPH ', _ � � _ -----_ ----- = � - � - ---- ____ _ _ ' a �� . _ - -L - ST A l9 +00 ; , _ _ _ � Q_ _ _ � . . __ � - � ; Q � � � EL = 118.29 I � _ -- ---_ , __ : � W � -�l I� � ; - . �� °Q -�!_I i i � W 'i _ o '__C i _ 130 m��- oN_ ' - ?,`°: - , �,- -�-_ - _ , . , -- - - , , O� , ��� ,__i_ � � __ - - - - ---- - � _� - - - --- W cn W _ _�, : ` ___ _ ,_ ; _ Q -. � _ - - --- - - ___ . _�' �. - ` � �. � - . -: _ - � TO BE REMOVED . . -_ _ . -.. -.-.--.. . .. ._.._. .. .-.. .-.-. _-. .-. .-.--.._. . -.-,. . .. �_. , . ,-,.-.�. -�.-,. -�. .�._-�� , -._.. , -I-'-��----��-- , �_ ' -��-'-' -r- 12 0 __ , . _ \- l +)1.0679% f -1/.337 � � �i - __ ���`�20���'- --------- ---- --------------- --- - - ----- - __ --- -_ e -------- � -l2 2872/ � +)1.0679% � � =1/.3375% - � � +10.3056/ �� �-1 .33 3% - - - - --------- _ -- � � - - - - - - - �-�-_ _.-.. I ` I�I - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - _ . .. . . I � I ------- ��� i ii - _ I_ _ : . . _ _ - � +� Od3000% _ ---__ _ -- � .; �. -- - -- � I- i - - � . . . \ .�.,� I I WSEL & NWSEL = 114.8' I ��Q � -- - i � � 2.0' SILL suR�E,r oArE ob.ob.zo,s EXISTING GRADE __I �_ I� I� 2.0' SILL J � _ �.4U��� � � . � � N i � i � i i I i � i � I + -- � 3@ 13'X5' RCBC AT INLET i - O� v � 1 i� . i�_ 1.0' SILL � �-- ' , � � �I , - � � . � . I � I 100 * � . � � COIR FIBER MATTING � � ��� �� CLASS 'I' RIP RAP W/GEOTEXTILE � � � 1.Y ` KEY IN 1.0' - � � . � i ` . Z � ' - *� : � ! O .� . 7Q CULVERT HYDRAULIC DAT A DESIGN DISCHARGE = 440 DESIGN FREQUENCY = 25 DESIGN HW ELEVATION = 117.8 BASE DISCHARGE = 670 BASE FREQUENCY = l00 BASE HW ELEVATION = 118.6 OV ERT OPPING DISCHARGE = 660 OVERTOPPING FREQUENCY= l00 OV ERT OPPING ELEV AT lON = 118.6 CFS YRS FT CFS YRS FT CFS YRS FT 10 � � .� _ _� �I � � � .� . -- � �1 �I I� �l . i (,%) �lJ I_ . 11 : , : ;: . : : , LEFT DITCH ---------- RIGHT DITCH -------------- �i�� 13 IL'7 BM #1: R�R SPIKE IN 18" OAK -BL- STA 11 + 53.67, 159.84' LT -L- STA 15 + 31.98, 171.41' LT EL 118.20' 15 16 OUTLET TYPICAL NOT TO SCALE (LEFT TO RIGHT LOOKING DOWNSTREAM) CLA$$ 'I' RIP RAP W/GEOTEXTILE COIR FIBER MATTING COIR FIBER MATTING ____ % ��,Q o �� CLASS 'I' RIP RAP �� o� CLASS 'I' RIP RAP W/GEOTEXTILE � S,f� o� �`���P_� �Q. o� � 5, �"/�GEOTEXTILE 17 18 19 KEY IN 1.0' � BENCH BENCH KEY IN 1.0' VARIES VARIES 0' TO 13' 0' TO 13' KEY IN 1.0' EST TONS CLASS 'I' = 28 TONS EST GEOTEXTILE = 34 SY EST COIR FIBER MATTING = 25 SY DDE = 36 CY NOTE: BACKFILL TO TOP OF SILLS W/CLASS B RIP RAP 154 140 130 120 110 100 90 8� 74 RIPARIAN BUFFER IMPACTS SUMMARY IMPACTS BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT Site Station Structure ROAD PARALLEL No. (From/To) Size / Type CROSSING BRIDGE IMPACT ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) 1 14+35 -L- LT to 16+37 -L- LT Culvert X 1443 1253 2696 1 14+gg -L- RT to 16+36 -L- RT Culvert X 1860 641 2501 TOTALS`: 3303 1894 5197 0 0 0 0 0 NOTES: Rev.Jan 2009