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HomeMy WebLinkAbout20160727 Ver 1_670221 Buffer Impact Plans_20160727O � � � 0 N • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • DETOUR ROUTE TO SR ��iMMocKs 1134 MILL RD.) � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� �\� �������'���� �� ���� ��� BUFFER DRAWING SH EET 1 OF 3 LOCATI01�: BRIDGE 1�0. 670221 01� SR 1135 (MOOREFIELDS RD.) O T�ER ROCI�Y R U1� T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T , ,,, �- �� = J J `, BEGI N � —L— STA. BEGIN PROJECT -L- STA. 11 + 50.00 A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. BUFFER IMPACTS PERMIT CULVERT 13+16.74 � r � ��; ♦ ''• ►�"'� �'�1 ��►�►�,` ti �ND CULVERT �L- STA. 13 + 43.39 I NC GRID NAD 83 NA 2011 END PROJECT -L- STA. 15 + 25.00 TO SR 1134 (DIMMOCKS MILL RD.) DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2 015 = 2 00 Voice: (919) 732-3883 Fax: (919) 732-6776 2O �O O ZO 4O T = 6 % * LENGTH ROADWAY PROJECT = 0.066 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net p�� �O�pG� V = 3� MPH FIRM NO. P-0339 �L� ��Q 2012 STANDARD SPECIFICATIONS Q ��o PLANS LENGTH STRUCTURES PROJECT = 0.005 MILES � �� P.E. * TTST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.071 MILES SIGNATURE: � � 20 l0 0 20 40 RIGHT OF WAY DATE: TRACY N. PARROTT, PE a � � PROJECT ENGINEER R OAD WA Y DESIG11l '° � F U N C C LAS S= MAY 7, 2 Ol 5 a PROFILE (HORIZONTAL) RURAL LOCAL E1�GII�EER ���� ooQ�Q °� � a Q��Q 4 2 0 4 s 1�CDOT C01�TACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT IVV`1Y 7, 2 O� 5 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER PE SIGNATURE: � i i i i i � � _ - i C) f;n � � � . . -�` � __I _ � � � _ � 1� � � - ��� � ��UI, I �i i:� MELINDA S. WILSONr � � � PROJECT REFERENCE NO SHEET NO i /- BRIDGE NOo 67022/ l7BPa7oRo87 4 i PB 50 PG 27 �_ , � � � i i � �,�Ar � DB 5106 PG 400 i `� ' � i � - i � �'-� �_ S__ i � � R\W DB 1507 PG �'�63 `�' I � � R�W SHEET NO. � --- i � - � - � � I � ��� MELINDA SWANN WILSON � I �; � 1 ''�✓ i �� `- _ a DETAIL 2 ROADWAY DESIGN HYDRAULIC$ � - - - - ' � � � � ° � � - �� � � , BEGIN CONST RUCT lON o6 4�6 Pc 58a � ) � � � � � B F F E R D W I N PERMANE T ROCK C ECK DAM ENGINEER ENGINEER i -� � 15'� R�P � � " _ �,�° � r � PB 37 PG 10� �., � � N H z I � � � � � . ` � � � � -� - ST,q. �� f50.0Q R\W DB 1507 PG 561 � I �� �,� � Not to scale) I ' ' � -- � �- H EET ' _ \ � I I I �--' -.� L�✓ �� � I � . � F'' SHLD. ` � � AP'PRI�XIMATE L�� � I 17�' � � " � �m � I � � � � ` � I _ I � _ � � ��- '� GL' I � F � , ,I � � DOT PERMAN�f'T � � DRAllvp F FASEMFNI I !� i � � � I ='- -- .. ` -. . � , � �.- � , � ------ _ .r�� _ . � ; %ti� _ � � _ � � l_, � i / ` � '( m � I I I - R � _ , � - - -- � i � � ", � � �' - , a - � I I I ��� � � � � � 4'-b' i I I I � R��� � �� _ � � � �'� � � � - � BLUFFS T MOOREFIELDS HOM OWNERS °�opE � - � �� � - � � 1� � � I I I - - �� RiP RA� • --- - - - � � � � � , �� C \ I I I I -- ________ � -.-:. :_ -, .... . �,� \� „ G 5'rJ SLOPE N I � , �� �e � I I INC � BA � � / OB 4851 PG 178 � ---- - - ' � � � / ,/ ; �, - PB 106 P 1 CK , � � I I I _ _ ' � '� ' \ � /�� � +35.00 -L- C GR � � ,� � EX fLW ' / � � ,,>� � . , � 5 I I I I �, v SHLD. � A I I � I I I - �� ,� �, _ -, � ry / _ _ o � , _ � , � ; ,�;; �ti P D 8 l D� � Sta. l2 +82.3/ �,�' � � , � � � i i i � � ,_ - � - ; � _ _ ,, O : ` �� � \ + � � i i i --- � � � � �� - � � ; � � �� p� aa+ ' � � I I I � � � � � '�',, v � _ = 3.9 ps � �,�/ i +�0.00 LT � ��"�� � � ,1 ,, � ' _ +�t.00 - 5.6 f 5 � / � ' �N N� DOCUMENT NOT CONSIDERED FINAL � � � ; i i i PCC Sto. 10+79.12 - �� � � ��� , ��, Ex � d o.3 ft ._ ; �� � � � �������� �%'� n- o.oao ��� F'�� UNLESS ALL SIGNATURES COMPLETED � �� �� �� � � o � � I ��^ � _\ , �� � � i ��� � s�o�� Pre ared in the � i I I I - �\ � _ - � -� �, � ��' � � � � � �' � � L ner ��CI ss B Ra . � P NC FIRM LICENSE No: P 0339 � � � � ,� _�; - -� �_ __ � ���� _ I� � f �; r�,,_ � :, � � �._� � � �" �'' : c ��� � ',� � i '�� �� � �� , Office of: �� 50il�lsbo�o�gh NC�272�78 � ���� P �IIT ' � + � � � � � ` � ��� � � � �" �� (919) 732-3883 - (919) 732-6676 (FAX) i I I I ALLOWABLE IMPACTS ��NE 1 \� ,'v '� � �� ,� _ ��,�.. � �, ���U � ' I I I _ � v ; � , ; , � � �;; � � � � .�oE��,�E a,��„K� ' � � �� � �' ��� � � , �' '� 5 TONS CLASS B STONE � „ � � ' ��� �,, �, - � , � � � I I I ALLOWABLE fN1�ACTS ZONE 2��U� �Vr"�,�� \ '�� : � � - � ,�' � � ; � _ � � _ _ �� �� � � �:� . : ��� � �A � , STA. 12 + 70 LT i, , , � � � , � + 50 00 L STA. 12 + 85 LT A��a , � � � , , ; � s,, � � � _,`� , ; ,> S � �,, � �� , � _� , _ =, -' � �i so.00 �-r i � sra. �a+oo �-r END CONSTRUCTION � � � � I I � �� Nc ,� C,--� � �;, � � `� STA. 14 + 10 LT � I I I _; "�coNc.F�c� ; '�''��� � � � � �a `�; > �� � � � ;,� ��o� ;,� � ERT �ti -L- STA.15�25.00 �� � --- � , �� � , � ND 'CU i � � � � '� , �; ' E / LV . + 75 RT STA 12 �, � , � � ,, i �. � STA. 13 + 00 RT - � � � � � � � �, � - STA. / 3< sTa. � 4 + � o Rr - � � - � - � i i i �, � .� �� 3+4 _ s� � �� � �� j� � � _ ' Lf 39 � i i i ,� � �i� '" �� �� � �, ,. _ - __-�-�-� � ' I I I � +75.00 -L- F , � ' � � ; / � I F �ir .:T ___- - � � � � ���� � � �=� � �� � �� � � �� �� � ��� ' � � _ � � �� PT Sto. l5+1/.33 � � - - '��- _ I I I �� OLD STAGE PROPERTIES LLC I 34.00 RT �, _, ��� �� �� � I � ___ _ � I I I D6�4369 PG 157 � T EX R�W �� �/�� '� � �, � �0� � _ � ExisT�N�� �� � �� __ I I I B 50 PG 27 -; =- -- - � _ , _ � I I I �� � � ��„ ��., � . � ; 8 TN GEO � � � � _ �� ,�, T X - _ - � , � i c � o ` - - i '� � � � �;,,, 5 TEXTI � - - - - � � , , _ I I I ' � , - _ - ; i I F \ Y LE - � - - � - �� �� � � : � � �� r � , , � � � I I I � '- �� �� �,���� DETAIL 1 � - - - --- __ �-- �,f-� � - � DETAIL 1 �� ,,� � � , � � _ � I I I SPECIAL LATERAL BASE DITCH ,' PT SfO. IZf��.00 ��. �� ��'�� -- -------- -- - - � _ _ �� _ � ,, �, � ; _, , - - , I Not to Scale 1 � - �#e. - 14�0� - _ -- -- _ � � � � � � � � � ( ) � i� _ � - �; . � � � ' _ Q - 2.6 cfs ' � I� i I I I � :��F ,-� � ��� � � �i ��� = , � v 5.� fps +30.00 L- -- - _� � � _ ; �� ,� , i� - _ '� �� d= 0.2 fY � � tlf' �A _-r ,,_� � _ -� � � ,�II ��.,, �� � � I I I � EX WW _ -- -=- - � ' � ,� � -- -- - J" � , ... .K ; �w� I � � � Natural .1 �� � Fill � '� � / �� �� � � - --- 0.1 ft�t - � � 1 �� � � _- " � _ �f�J�J�� �, I � � � Ground 2•� 'L �a�te Slope �-J�0.0� � ,_, / � �+,, , � Liner- Clas B Rip RaP ---( ) ` � i'- _ � - ,I � _--- -- � � ��� i I I I � F � DETAIL 1 , � � � _ � �>� � � _ __- - - - -- - , ' � '' ��- 34.00 RT \� � - � � -� - - , � _(���--�' - ��' �' - T T��- �- �� '� d �� / , � �, - � , �= � �� r.r_J ti, � � F _ _ , � � - .�< � I I I -- SPECIAL LATERAL BASE' ITCH � ���- � _ - - - I � � � Geotextile B EX RlW ` � � � � � �� -- ����� � � � � _ - I � � � Min. D = 1 Ft. ' 1 � I �_ _ - _ -- _ _" - _ - --- . � � i < � - - _ _ _ � - - - i � I I Max. d= 0.5 Ft. � � + 65 5� __ - � � , + � � � • -� - 9 �H �, � � � . - ,, _ _ -- ``� _ � ,; � , I I I 6= 2 Ft. i 40.00 RT �� S� � , � _ --- � - ���, �_ -`''; �_�-- - o �- i � � � Type of Liner= Class B Rip-Rap EX RM� �' �. � - O �� � � - , ---- - - - _ _- ' � � � � FROM L STA.11+50 TO 13+10 RT I GOTHAR SWANN 'u�Vl�l ta.= 13+�0� �,�� �/� � � ��� � '�j i I I I FROM L STA.11+50 TO 13+20 LT � DB 819 PG 538 E�I�U=633o`��' - 1•9 `fs�� �-� � i � � � i PB 50 PG 27 _ 3.9 fpsQi \ � ,, � ``' -� � ��� ��� � FROM L STA. 13+21 TO 14+25 RT - 0.2 ft � % �� ;' � �� � cv _ � - � � , �_ - R�w o ) � I R\W DB 1507 PG 560 �� F � � - � i FROM L STA. 13+47 TO 14+25 LT � s= 0.>>9 t� � �� �; �, -� _ � o_ --- � � ( _�� EXis��N� � O � n = 0.04A � - - - - - � �- �� e = B R�p Ra � -, � �� � �� � ��� ---- - o o - � - � � r DETAIL 3 i v� j B �N ' �.� � � --- _- -- -- � - RI KMENT I I I _ - � : � -:" ` � ;' , �� -- -- - __ __ _ - - - -- - - - --- � {,�.� - (�> � P RAP AT EMBAN � � � �� " � � � )� - ( Not to Scale) w , Sta l4 +02.73 � � 1� � � � i � 1 �-� � �- - � ' > i i i l ta l + . l to ll+ . �, _ o , „ L- STA. l3�16.� ��� ,�G �A�� , �,�� , � ' �_ � ' � � i _ o , „ - 43 44 26.9 (LT ) , hm � , _ , -- ----- - , � � � � �- �; ,� i � �^ � � _ � �- - 10'min. � i i i p= 3° 36' 37.3" (RT � 0- 2/ 35 /9.2 f RT � 0 � � � � i i i D - 4 33 47.5 D = l6° 22' 12.8" D; _ l9° 05' S4.9° � .�- � ` � '' ,-,- -- � ,,, �'--� -_- - _ -=-i��° -�-� - �� l _t i � �- �� �='i . \ ", L_, ,� _-_ o�t�h ,.o'min. � f . . . 65 SY � - - � � �. _ - -- --- � � � � � � = 79.12 L = l3/.88 L � = 229.03 � /� ��_ �EbTExri� � ,��� ,�, ,, - _ - _ �� t i _ I ��'1' _ � �, �� - - - - - �rade �� ,.s � � r i., , r,� ;.. i � �+ I I I . . � . � � � � - _ - - - _- - _ _ / 'E��TA�IL 1 ' � � ' � - _- � " i � _ - - �, , , � <_ � _ _ �_� _ � , � � ` � _ �, _ / �� ,�, ( � � � ' I I I � _ .39.J�� � % _ 66.7.3 � T; - �2�.42 � �i � ( SPECIAL LATER�� � A E DITCH � � � � �� � -- �_ - � I � i i i R- 1,255.6/ R- 350.00 f� = 300.00 � -�-� �� � � 6 I �/ �ta.- �� --------- GEOTEXTILE `- --- � - �E - �4 , �� ' �> , �, E / Q= , 9 �f� - �- - � � � � � � ��_ V= 4 5 fps � SE 04 �_ - 2 ft Type of Liner= 8 TONS,CL 1 Rip-Rap � � � � �� ��m � j`j � �� �� - �'_ � s= 0.183 fVft ��, WILSON C. LAMB Geotextile= 29 s , _ �S - 20mph � N ' � � <o - 0.040 � _ i I I I � � I � � -' � �' �BPB�76 PG ul�� STA.13+10 RT + " , � � TY in = C Ri Rap ?I'. F'r`�1-' u, + 82 .31 -L- � - STA. 13 + 2 0 LT _ � i i i A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNME T AND S�'OPPING SIC��HT [��STANCE =� �� ������'�'T'E��M�NE'T' 38.00 RT � 38.00 RT STA.13+21 RT ± � � �kAiNA� E EASE NT � + �, wooDS STA.13+47 LT _ � � � � ����_ � _, �� �� i5o� �c s6, EX RiW . i _ _ -. _. . _.�.- � ,_ � I I I : : : : I_ �� ��_�-- i-i-I- - � . � _ . � I I I _ � _� _ i ---- � ---- � : _.,__ i i - - - --�-- , .__ _ _ _ ---- � _- '-L- SR 1135 (MOOREFIELDS ROAD) � � � � � i i i ___, �� , � � i i i �� : �, BEGIN GRADE � � i i i ��, ! 11f50.00 a�'a' _ :. . , I I I 648 ��\ STA, Q � ---- BM #1: BENCH TIE SPIKE IN 20" OAK ----- �jL�.H , I I I ��` EL=64.3.2J� i C� �� �I - -L- STA. 12 + 74.35 37.9T RT - __ El�� �'il�/��E . I I I �� �- _ '�_ -BL- STA. 7+33.22 28.83 RT �� ; I I I __ � ` �-c� ` I�il� ��-�i EL 633.95' -- - - i � � ST/ae 15+25.�� � � � � i i i � , ----------- � , _ o: �o -_ EL =639.69 � � � -- ; i i i ���� ' _ _ I,a' '�W�,�;= _ � - �`N° : _ .- �� � � � � � 644 , � , -� � _ _ , , 644 _ _ _ ' I I I _ : � ' w , STATION I i � � - i � �' _ i ' I I I _ m, 13+30°00 -�- � _; �_ � � � I I I I _Iti �u � ` SKEW = 103° � - J i -_ ' ! � � � � . - ' I I I � ��.� � ' i��C° 2@ 12' X 6" I � �� __ � ' I I I Q�� I � �.';� �� . � I���� RCBC � . '� � i i i 640 j Q N , �, ; �- � ��.�_� � . ` � �.� . ! � -- ---- � : � - 640 ' I I I � � C? � i �l'!� ,� � > J�9 � , I = + I i�_ � � . . , , __ -- � � , � I , _ -- - , � i i i �__�„ '- ��Ji� .`°S�6 j�, � ; � v N, o I I � � , �' � � ° � --o _,�- -_ � � I Pl = 13+60.00 _ a i i i ��� -� o�� ! ��� � __ , �, _ _ � � W� � . � i i i �i o� � i �o� i�J-.�,` ���, �� � _ � aJ� I' �'��; EL = 626.02' o� _ _ � ��� � i i i 63 6 , _ , � , � ` �T � vc = �80' � N - _ . , _ � � � . ----- 63 6 � � _ K = // _ � _ , _ � - - � I I I � �-� J' '• � -- �Wj l/rl h n n � � I I I i m i y � i i i !--! _ _ - ' , ' �` , , pS = 5 p , , - � _ � _ : _ � � _ __ _ _ � � ` . J I i -.. . , I I � i � � � _ ,. .. ♦`` I i - ; I-. -- -- /', -- i � I I I __ _ � r � � 6 � , L � ` �, ' -- - - - --- -- --- - -- � � � , RIGHT DlT CH - - - . .. -------- 632 � i i i �i32 -• ' �I- ',;:� I �I ; � � � � �- .. � J8 � �. � I I I _ �, � . , � � . ., . : '20 � /o , �� � i i i �__ -- -' ,, . '-�, s�8� S�a LEFT DlT CH � - i i i i - _ ___ _ -- - - � ,�\,.•� _ �� i ° ��-�8�� _ -- - _ ---------- �II . ; . , .� � � � 62 8 � � - : ; \ •� � , , '' e�e ,,, � '_ - - _ '', ', - � - 62 8 � .; � � � � I �. , ^ e . _ �_ . . : I, : I , I I I � ., � �� ` p ` � � O � � �_ . . . II -�_ II II I � i i I L PI A �i! �ii T E P!I . _ � �� � �o _ I ii = ' ET c � �•o� . � - - , � _ _ , - � ��' w � I- RT HY R l AT , _ ___ _ _ CULV E D AUL C D A � I � N T T I S L _I _I _ � � � . 1 ,� � , Q � � .� . i i _- I ( E� 'ITO R GHT LOONC N O NSTREAM I _ I � I , r � _.__._. k . � i _._ _I -� f ` Y ' I _ . _. �.. �, ` -- -- --� - -Ei�-- i _. - -�-f i �'GE E�(T L ---__ I I I ( I I I I I� I -- - � � �� - "'` � N � ' - '- DESIGN DISCHARGE = 735 CFS _ _ i � , - I � I LASS 'I' RJP RAP - - - _ _ C'�S� I' RIP , I I ` `. � i � / � , � � � ; . . ':. I . I I I _ . ., � 624 , I rGEOTEkr►�E � - - � � � t � -- -. �6 .. � B i � I I_, ___ � „ � � � � � � � � � DESIGN FREQUENCY = 25 YRS � fi24 ; i ` ° ' _ _ _ _ , �'� _ � . , _ i � _ _ - - - - � : - - - - - -e ` - , . - � ` 6�4�0 � i ' � �r W i- I _ - ; I - DESIGN HW ELEV AT lON = 626.3 FT � __ � � ; ; , � � i ° I I � � 0.�000 _ _ _ 3 � _ , �,� ( . , , a , � _ I, I ��., .� , ,�>'�� �i i �s �i 'i � � � � � � I _, ------- ------; � -- ' 1- i I i- BASE DISCHARGE _ 1060 CFS - - �- : Y�_ _ ,t� I i i � I i 1,5' °r I , � ,:' I RIPIRI4R _ i i � I `-- ' I. _ ��13'I'_. ` O I _ I I V I �. _ : : , � ,i, � .� <~, RiP Ra,e i I I� I SS - lo I �,�_�,��- ``�h. E fE T L I _ I � � , � o ; � o z' ', __ - � I i �, I�_ BASE FREQUENCY = l00 YRS i �" � CRI SRAP J'� ��; ,�, -, ��;�_ �� ,; :, ,: `�1.5' W/GEOTE TILE � �� ��� ' RIP RA I I � i � � O� O� �/ i J� �� I �. W i il il_ � � 620 � _ �_ � ! E � �. - : Q . � ; ,� . o , _ _ _ BASE HW ELEVATION = 627.90 FT 620 -`1� � KEY I N� 1.0 � . � � I I �I i i � � I I i � � ii I N I � i_ i � .<O � Ii �. , , '-- �- ;.: ; I; I !i I_ I!i , I I_ I . i � : '�� 1.5' StLL il _ � KEY IN d BIENCH � � _ �� _ � � CNp , � __� �_ OVERTOPPING DISCHARGE _ 1320 CFS I I & i _ ' !I �� � � i , � � _ _ -_ __ I N O - - -- - - - - - �'`� I �� �� . _, ._ � I-: : : - -. . I _. � I $TR BED T�O I - - 1 I L I �A�I�S �p N II � M II � I I_ i r' I_._._._. I�TIJRQ«LLY_:_._. ARIES TO � 1 i I-'-I ---- I z -� I �� �� < _ , - - OVERTOPPING FREQUENCY= +100 YRS ; r�- I FI L BACK I�N -- --- � I � i ! I I I I _._ _..__. � _.. _ II ! I i i _ ,, I I II II I � I_ i �� �J- � i ! ._. � I -__ � � � � > ; � � - � W � W _' J � _ _i � = OVERTOPPING ELEVATION = 630.1 FT i ,�z I I �ST �j �NS C�, SIS�I �' I��I �I I � �' �� I� � I I - - I I I i I � �- �� I I ea; 1 SLL �� X IL � �[� ' �� � � � �,,_ ��i I I I�liillill � ES�I��I��� I��� �CI�'�� IIII I I - � I�I� ���� i�l_ � � J I _, �;. , i �, '; ��� ��� � ����-'il Ii ,,ii- i i ES�T TON CLASS I 8 TON N'fE: iB KF',ILL T L - _ _ �� � � �o �`� i f��'i� TpP ' F IL S , IVE TI, ,P , Z 1. � EE NO E Ef�l _ � o I DDE 28 i i UNDER ADD __ = _. � o _ ITION L I'NfORMATION &' COMPUTAT ONS, , �U � , , i � il i , u i �c� u� i �� � � �� �� 11 12 13 14 15 16 � �� � � L BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSWG BRIDGE IMPACT (ftz) (ftZ) (ft2) (ftZ) (ft2) (ft2) (ftZ) (ftz) 1 ROADWAY FILL 12+60 TO 13+20 LT X 1036.0 624.0 1660.0 2 ROADWAY FILL 12+55 TO 13+09 RT X 760.0 602.0 1362.0 3 ROADWAY FILL 13+38 TO 14+04 LT X 808.0 577.0 1385.0 4 ROADWAY FILL 13+23 TO 13+83 RT X 940.0 636.0 1576.0 TOTAL: s5aa.o 2439.0 5983.0 0.0 0.0 0.0