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HomeMy WebLinkAbout20170179 Ver 1_17BP 8 R 89 620019 Permit Drawings_20170327• � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet • DETOUR ROUTE Tp SR %'IOFF ���4 �N R D � •)� � � _, ` � � � � � � � � �_ � _� , � --- � , I �- _ �� _,/S � � , \ � --� � � � � ��� � ��� � ----_,,�� �5�� � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� �\� �������' \��� �� ���� ��� PERMIT DRAWI NG SHEET 1 OF 11 LOCATI01�: BRIDGE 1�0. 620019 01� SR lll2 (ROSELAI�D RD.) O T�ER DEEP CREEI� TYPE OF WORI�: GRADI11tG, DRAI11tAGE, PA VI1�G A11tD STR UCTURE WETLAN D AN D SU RFACE WATER IMPACTS PERMIT ,_, , -_ , ,�s , BEGIN 6RIDGE \�� ��5,, —L— STA. 16 + 10.84 � � ��--- -o-= -�S_,,\ � —�s� �F,� �� \ F�� ��� � � BEGIN PROJECT —L— STA. 13 + 00.00 �� s �,� � , �s END BRIDGE —L— STA. 16 + 83.1 � �\ � __-- --___ ,__,� ,_� END PROJECT —L— STA. 23 + 00.00 T� �� ,� (Rps SR � , ,, F R� >>3 _ �GF Ro• J ,\ \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared In the Office of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hilisborough, NC 27278-8551 ADT 2 Ol 2= 1800 Voice: (919) 732-3883 5� 25 � 5� �0� Fax:(919)732-6776 �O�p DESIGN AND ENGINEERING SERVICES www.summitde.net 0�� G� ADT 2025 = 3600 LENGTH ROADWAY PROJECT = 0.175 MILES FIRM NO. P-0339 �� ��a T— $ %* LE N GTH STRU CTU RES PROJ ECT = 0. 014 MI LES 2012 STANDARD SPECIFICATIONS ----------------------- �Q �'°Qo PLANS P.E. � � V= 55 MPH TOTAL LENGTH PROJECT = 0.189 MILES SIGNATURE: � � 50 25 0 50 loo * TTST = 4% DUAL = 4% RIGHT OF WAY DATE: TRACY N. PARROT, PE a � F U N C C LAS S= D E C E M B E R 2 O l 6 PROJECT ENGINEER R OAD WA Y DESIG11l '°� � PROFILE (HORIZONTAL) M,e,�OR COLLECTOR E1�GII�EER ���� ooQ�Q �� � G°3 Q��Q l0 5 0 l0 20 1�CDOT C01�TACT: TIM WELCH PE LETTING DATE: BRANDON W. JOHNSON, PE i PROJECT DESIGN ENGINEER NCDOT HWY DIV 8 MAY 2 3, 2 � � 7 ----------------------- PROFILE (VERTICAL) SUB—REGIONAL TIER P�E� SIGNATURE: � i i i i �- � a, -� - � � � � Pl Sto l4 +32.66 Pl Sta l9 +75.85 � ' � � p= ll° 07' 0/.8" (LT ) p=/7° l0' 40.2" l RT ) � ��, \ � BAERJE, GUENTHER AND EVELYN �- 4� 46� 28.7�� �= 4� 46� 28.7�� � ` POT Sta. 10+00.00 p g , 8 4 7 P G 5 2 9 L= 232.84' L= 359.77' ' � T = 116.79' T = l8/.25' � PARCEL °I , PC 8 PG 955 R= 1,200.00' R= 1,200.00' � �, SE = 05 SE = 05 ' WET�A�DS -' DS = 55 MPH DS = 55 MPH � W�g, � ' I� � _ - � � - i �wte� _\ , I � �� � � � I � �� , BEGIN BRIDGE � �; , BEGIN PROJECT +� 5.88 -�� � PC Sto. l3 +15.88 -L - ST A. l6 f10.84 ,�� -L - STQ. �.3 f��.�� 37.00 LT �, � `""" ��� ti , 1 TN CL B RIPRAP ' �� �� ���' �� �� S 62° 56' l2 5" E + o.o -�- ' S sY cEorExTi�E PROJECT REFERENCE NO. SHEET NO. � � \ � � � \ � � � o BRIDGE NOo 6200/9 /7BPo8oRo89 4 N R�W SHEET NO. ROADWAY DESIGN HYDRAULICS '� ENGINEER ENGINEER BAERJE,GUENTHER AND EVELYN DB 1847 PG 529 PARCEL "2 PC 8 PG 955 � \ FROM L STA. 18 + 28 TO STA. 19 + 00 RT �, � . � � �s, J c � � �,1s�, =� PC Sto. 17+94.60 � � END BRIDGE �� , ��� i �`\ `� 30.00 LT �� SBG TO . �� 0 LT L_ STA.18 + bb, 18 + 79, 18 + 92 RT -L - ST A. l6 +83:�6 i _ �� �', ��� . (EX. fLW LT) �.Q . ,, I M � I A � G A 1 L i � . � �_,_ � STA. 15 + 86 -L- LT ' � `�7.0� � -�� + 5.00 -L- - - � �� �_ �r,� � � � 30:5�5 L \ � � � / � � � � � � � � EX RrrW � LT)` _ _ _ _ 45.00 LT � � i NG��� � � 2<, `, �� P� � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: CI I����I� NC FIRM LICENSE No: P 0339 JV 504 Meadowlands Drive Hillsborough, NC 27278 1� °�,�"""°E"�'"EE"'"��""'°� (gl9) 732-3883 - (919) 732-6676 (FAX) �_ � , • " `v ���� 31.2 7 LT , � ' - ��_ � PT Sto. l5 +48.72 , , _, � � , . i � � � �� - � '� � ;_ , �� � � � - �-JS �, (EX. fLW LT) X - � FROM L STA. 22 + 50 TO STA. 23 + 00 LT �-� � � ` --� �,� =�� ��� � � �-'�_��� -� _., ��� �� w�T�a�tios �, �����;� 55.00 � % oo '-� PT Sta.2/+54.37 �,�<� � � � �' LIIRIP � , � �_. , � „� a � , , , ` _ „ , i � -s��� _ , ' ' ,, -, �: r ��-- N i �� _ � _ „ , _ _ � _ � _ - � _- _ i �"�� w�g_ -_ � �-: ,� -' �, i, . � � � � _� , ,.-�- � ��� s �� ��� w�T�AN� - - �� --, � -�� BAERJE, GUENTHER AND EVELYN JS � � C RAP , ' � � � _., �� � � �I ���� i i , s ; � � :;' � � ; ,, � � z,t ��. _�� � �� �, � � � - � � � -, 0 E � � � ` � ` � ��, -I-�� , � � � DB 9 �_ E �;� E i��niv�� � 1847 PG 52 � ;; ��v. � "'d , . , �t� rt �,_ � , _ E � , -� ��2 + LT Sta. = 23 + 00 LT � � , � , �,�;� , , � � _- �. i � -, i � WO!��[� L� , �� '� �_, -_. � � �: �' � �_ u _ � � �r•-�- � I „ r ��` � � �:,'� � - „ _ � _ i E Q2'= �1.0 cf�s� Q5= 1.1 cfs _ _ �, %C , � �; i � � �_,� ,_ �- _ h �� �- -s�ar-� �_�_- _ �_ �_� - - - - - _ _ � � � � " � � � � ��'�� �� � 55 2 1.z f s v5 t.z f s \ S � � WETLANDS �-��'� � �") � � � _ - � _ _. �� - � ,,,; � � . , � � + .00 LT � Q�10= 1.3cfs d= 0.6 ftp PC�B�PG 955 O \ ` � � � _ - � �� � � �5�'� � � �, N 1.3 f s s= 0.011 fVft + 00.00 -L- i r. _ , �,-,_- JS � �l '�'� _ -' - - -So �- � � . � � �R r � I I GRAU 350 TL-3 � �'� � �° = p � _ �� � �� ��� � �L� ' -- �_ _ r ', � = 0.0 Gr ' _ � � � � � �'' �-� . , - � � , i, - - - - - -- _ _ _ _ ��T %' / -- - _ , � _� �_ , w�7��_ ��,�s � , � � ,. , -. '� _ � - _ � � , _ �_� _ _ , _ ���-, � �; �� 2 �- '' x ww � � � � � , _ _ , � _ , ' � � � - iner ass , _ [ \ � � � , - �� \ - -- __ , � `- - - _ � '�,�� ��� � S 56° 52' 34.2° E . _ �� ��� _ _ � � NOTES HAND - S� � '_, S - �- -, r� u� 3 ����� � , , � �` � = �° - �, � � � � � �E T� DE� � ��� � �� _ ___ ' � �� X c END PROJECT -- - - - � _F _ _ - - -- -_ - _ - -- _ _ � � 1 ,-, � �� � � / , -- - - - � ,�, k � _ �i � � � _ -- � �`" ' -w�L�A&4N6 � L �, , -T��:NC� �`;/R `- +00.00 -L-� �- - -- _ - __ `��_ - - ---_---- -- - ��u4 - - � ' -- - -� - - - -r, - - --- � � � - - ��,r ��; o , 30.00 RT �'��, � ;_ � - � � "� ��E,-�. _ _- _ - ,,-, � u� ,,�'�, _ ; -- - _ -- - - - �� - - - � �� _ ' � �� � �. STA. 2.3+00.00 � DENOTES FILL IN /,-' � ,,� � �- - � �- � � .�� - �� __-- 8° �. � � - , - �_ �- � � , � � L - - � (EX. fLW RT) � - -- � _ , ; , - - - - - - ---- - - - __ - , �,_ \ , • � WETLAND � � � �, �5�� ,= ' - � , , , „_ --,�- - a 'i - --- - � �� ��� �, � � �� �� _ -_ �� ��� � , � _ � � . o , - �, � , _ �� F , � � E � -.�� � �� � �. � _ �� _ . , , , r � DENOTES IMPACTS IN �� � � � �� � � � SO� / ` �- �� �' - ��� � �� �'�-,_ T,q� � '� � �• i r� / WETLANDS � � �� � � � � � i SURFACE WATER � ��' -'� T�P R . _ �-48J2 L- � 2 � � l P +� � �� � � t� , _, �,� �����, %�� �� , � � �. �, � + 0 L- 29.97 RT � E _ 1� _ '' � � % �; �-,�� TO 45 00 RT (EX. R�W RT) �NCo � I � � � ' . � � � �� � DENOTES TEMPORARY �,_r I - ''` � ��� - �X � � � �� _ �',� � �� , �_ ���_� POT Sf�. 2.3f97.9� ' � � �,� ��,�, ; -� R �� ; �., ,�, , ��v�-� ; V� � % ; ���;v �� ,��-�; ,I T YP �� � _ � -_���'� � � i � ` ,� i �, a � P � � � o ' � _�� � � � � 3 0 RT � � LATERAL V DITC PECIAL CUT DITCH �,� � " �. ,_ ' � ','� ,, DITC IMPACTS IN SURFACE WATER - �^� / _ , \ J �\ + _ _SEE DETAIL 2 +00.00 -L- ` \ CUT_ ��AIL 4 - � � E/� F F_� E '45.00 RT L � E AIL 3 � \\ � ���� ` � ° � , i � � 29 97 R + 4. � L �� �t � � � � � �'� I END BRIDG � i f v� �� i� ,� � � a5.00 �r E ,, ' �_�, S- �� i � (EX. R�W RT) � 45.00� RT � � -- --- - - ° � > 16 0 ( ( � � 30.00 RT � �_� � , � � , � , -- --- `-� � � i�����- ��� ��z8i E�i837��8 � � �� �s � �� END APPROACH SLAB � � � � - �` o � � r �"' , - _�- + d 4 �- �-- GRAU 350 TL 3 ���_ ��i _ i4+40044 27o5i � i c� ii RiP r�,P `�', �, � ��,� �� d°��-3 -rYP E-i � � i i i �- � T-; � -� - sTA. �6 f94 � � 72a3 � �,� i� ��� � H i � � i i �, i i� � ..s� ,,, i CL I RIP RAP V� / � I � � I---_- �'-- - TO ELEV. 339.4' � � �- --- -- -- ��� BEGIN APPROACH SLAB � � � I�' � -L S l H. �6 f�� Q5 = 11.5 cf 8 RT I 0 � Q „, c�! vs= �.� fp5 � �"� � N I � � � � � � N � � -_�✓ d= 0.006 ft�ft � ` I� I � n= 0.054 � I� � � �� � I�i', -- Liner Class B � � � � � o �l � �v� R w ` , ' E � � �� � _ _� o^ n�' N % � k�'=-�� - -,,,-- � \ �� O� N O p� \ --- . � ' � � � � � � � _:,,<- - - + 54.3 -L- `� � � � 30.00 RT : � ' � o � \ �„ - * \�\ \ �� ; \ \ ; '� � + 4. -L- DITCH OUTLET _ � � ��� � 44.00 RT 2 TN CL B-RtPRAP ' ,�� \ � _ - -- - - � �� , � - - � � x � �_ Fi �� GEOTE�TCCE \i� � \�V � � \ �� � �"� � �_ _ - W � �� _ i�33o�q� - � _ ,,,� _� � _-� � � � � � �� _ ----�-- l � __ - ]$ Q2 1.3 cfs - \ '�VE � LANQS � � � -- -T __ � �' � - -- - - - - � RT FROM L STA 19 00 TO STA 1 - WET�ANDS �_ _ - � - � st .- �s+2s + . 9+75 RT �� V � + -L- - --- - � --- --- • --- -- � ---- --- - -- -- f �, �� A _ v2- �.o �JS � / � � �� 29J6 RT , -- Q�o= �.� � _ ------ 1, (EX. RrW RT) _ - -- - -- - - V10 = 1.l fps --- y$--- ,\�\ ' ��-- - ��E-� � �TYPE-I I GRAU 350 TL-3 BAERJE, GUENTHER AND EVELYN P E RM I T D RAW I N G ��5� --- � � STATE OF NORTH CAROLINA � `L' GI��T 3J�O TL �\ DB 1847 PG 529 H E ET 2 F �� _ STATE OF NORTH CAROLINA __ \ � ��S DB 166 PG I � BEGIN APP. SLAB \ END APP. SLAB PARCEL �� S O - oB �66 Pc � / � � � -L - S%,Q. �6 f00 � � �� - � � PC 8 PG 955 -- -- � �' � ��J', L- STA.16+94 V� � __ -= 50 25 0 50 100 ��� --- � ; SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP _____- � � , - --- --- - _ � : _. i _ ,__: -__-----_ ..- --- � I : : i i I : . - � � 390 : �� _-L- SR 1112 (ROSELAND RD )- �I � i __ ---- i 390 � � � � � � � 380 � � � � � � � � 370 � � � � � i � � � 360 � � � � � � � ' 350i i i i � - - _ � BM #2: � - - - - - -BL- STA 14+40.44, 27.51' LT !� ; , -L- STA 15 + 90.62, 31.91 RT ; EL 336J7' , , , i � , , � _ __ _ _ _ _ ' 380 � i = f = f = f = f � I Pl l4 40.00 Pl l7 50.00 Pl 2/ 35.00 Pl 22 60.00 I EL = 339.07' ' EL = 342.80' EL = 344.55' EL = 342.45' I _ _'� VC = l80' 'I VC = l00' _ : VC = l50' VC = 80' � '� K= 85 K= l34 � � � K= 70 K= l44 i I i I _I� � _ 3 70 � DS � 45MPH DS � 55MPH I DS � 45MPH DS � 60MPH � � � � _ _ ; _ , _ _ . �' I� ELE . 341.51 1 �i . I1 I ' ' ' I o BEGIN BRIDGE sK w= � END BRIDGE �� � � 'z , END GRADE BEGIN GRADE �_ ST A l6 +10.84 �@�o--�, ,- � �- ' ' 3 6 0 i i L_ ST A l3 f00.00 _ _ a. or A�� � i� � � -L - ST A l6 +83.16 - L - ST A 2 3 + 0 0. 0 0 �� EL - 34/.l3 - =� EL = 342.00 - EL= 340.34 _ EL- 342.00 � _ ___ i _� - �-__ . � �� -- - --- -- - ------ -. � _ _- - � --- ------ LOW T EL � � -- --- - I AT LOW � S�DE . � - 350 _� . _ - _ _ OF BR�ID�€ I I � _ - � _ I i I I -_ -.-_ _-.�_`_ _`.--_`._ _-. . I . _ I -- -- - i - � � - C+)0.4545% . ___ _---� - - - - -- -__ __ --- --- ______ ____ ----- f 68 0% _ . _ _ 2� - - --.__ (+) 20 ° ------- - • 00% ` ---------- ___ � ___ _. _-- _ _ _ _ _ ----- _ ---T _____________________ --- JI o l�l _ - 25 � 340 - - - - - - � _---------- 340 ; _ (-10.907/% , ,- , - * a� l + 1.45 3% ; _� _ - - - (-J 0.4,8 °e � � � � i � ;y� , , �X � ; � ,� ,�/o� _ _ �o �", , , _ _ � � � � ��a, . � . ►� , � , � - - - - - - - ! �i�.� � � � , - I i I_ �- �. Q�p� . I I ! I_ I I i, ! �. IE C ATE T�0 I I � _I_ ' � � O � _ _ _. � _ � . . i I I _ _- - �` � XCAVATE T� O f� Q O _ I I_ O�''� ' O� I 3 3 � _ - - - _ _ _ _ _ _ _ _ �ECE . 334.6' �_ `� .�. ^ � LEV. 334. ' _ I Q f� _� -. � �` _ I _ � O _ _ _ _ , ---- _ o � i __ � �_�_- -�_�- � _ � J � �' EXISTING GRADE 33O � _ _ _ - ---_-___` I '_! EST 144 GY i i i I i � i __ i � s���s- , -fl- �---- � � �� ( -J /.47 i-i 2.�.3 E E BAN I � Z II I_ Xl T l RA - -- -- - -- - S�IIRIPRAP i i W�p E S NG G D - __ ARM RING - C1 �, y' r`i ,. V y' ':. I. I ' i_ � N W I h N �U i _ _ - - - _ GLASD IN 3,.5' - ! �.�,P Q �- � f� � J . , . I -� I I i I I i I i I � d- _. _ _. - ---- - - � I _ _ _ I p�o'� � � ' . �� i _ II II- �� �J I I ----- - - - - - - - _ - _ � � _ � W . . , . � � , , . , , , ,_ � � � N�� �� I I W � 320 _ _ � � � I- _ _ 320 _ - � � -� � � _ - ; , -m _.- . . � _ : _ _ 'i i 'i _ � � � _ - - -- _ __ - - - - � r, - - - - - --_ _ __ _ � , ,- - - : _ _ - - - - R��Hr o�rcH -------------- , . ___ _ _ ___ I� i � _ _ _ _ _ _. _ _ a �, 'I 'I -_ _ _. _. _ _. �, e.e. � � � � � _ - - - - - - - - -- - I I I_; . I I I I I I � I I _ _ _ _ _ _ rn I �I _. . . - i- , �: _ _ _ _ _ _ _ �� _ �� � ,� -� , LEFT DITCH ---------- � � 310 � � � , I- _ ; - - 310 �, - - - - - - _ _ _ _ __ _ __ _ _ __ _ __ _ _ _ _ _ , o _, „ : „ � ' , o� - -- --- - - - � , _ _ _ _, �_ , o, L _ _ - . __ ., � , , _ , I- ; ; _ �� �� _ � ��� - - -- _ , i , ; , , ,.. ,�^� �:.ii �i ii- � � �� � o= �, , - _ _ - , __ _ -, � � , i I I I I , , -- - , - - , � cu , � � U I �- ��� I �� � � ���� 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � �� � � L i i i i �- � �, -� - � � � �� Pl Sto l4 +32.66 Pl Sta l9 +75.85 � ; � � � p= ll° 07' 0/.8" (LT ) p=/7° l0' 40.2" l RT ) ' � D= 4° 46' 28.7" D= 4° 46' 28.7° � �; BAERJE, GUENTHER AND EVELYN � � POT Sta. 10+00.00 pg ,847 PG 529 L= 232.84' L= 359.77' ; � � T = 116.79' T = l8/.25' � \ PARCEL °I , PC 8 PG 955 R= 1,200.00' R= 1,200.00' � �, SE = 05 SE = 05 ' , WET��N°S ' DS = 55 MPH DS = 55 MPH � � W`g � � - �� �, __- i � w� - i e� i I i � � � � � � ; ,, BEGIN PROJECT � \ BEGIN BRIDGE � �_ �- -L - ST A. l3 +00.00 + 15.88 -L- � � PC Sto. l3 +15e88 -L - ST A. l6 +10.84 , � ��` ` 37.00 LT 1 TN CL B RIPRAP � `�� `�/ ry�0� �N� w�R S 62° 56' l2 5�� E + 0.0 -L- � 5 SY GEOTEXTILE PROJECT REFERENCE NO. SHEET NO. � o BRIDGE NOo 6200/9 /7BPo8oRo89 4 N R�W SHEET NO. ROADWAY DESIGN HYDRAULICS '� I. l ENGINEER ENGINEER BAERJE,GUENTHER AND EVELYN f DB 1847 PG 529 �' PARCEL "2 PC 8 PG 955 � � ��� , 1 � � FROM L STA. 18 + 28 TO STA. 19 + 00 RT \ ���� ��-,�\C � I � � .�, � i o���� PC Sto. l7 +94.60 END BRIDGE ' � � � FEN�� __ 37.00 LT � STA. 18+28, 18+41, 18+53 LT � �\ , �� � � __, � so.00 �T ', � _ + 5.00 -�- -L- STA.16+83:16 i _ �� , �- ( E X. f L W L T) � SBG TO �#�_ QO LT 18+66, 18+79, 18+92 RT � METAL GATE _ � � � � �� � � ti � STA. 15 + 86 -L- LT �37.0�� �� � �-�� + 5.00 -L- � � � �� � -- , �r,� � = � 30.55 L � � 45.00 LT � �� � � � ' � _ � �\ � � EX �-� L - - i i �� \�C `' 20�� � ��3 � � � N A� � � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: CI I����I� NC FIRM LICENSE No: P-0339 JV 504 Meadowlands Drive Hillsborough, NC 27278 1� °�,�"""°E"�'"EE"'"��""'°� (gl9) 732-3883 - (919) 732-6676 (FAX) � � � � ���� - � -� �_ _ %� -� _ � � � � 31.2 7 LT � � � ''_� �v � � � � - �"� 1��� -; � � � ����� ��- �� � _� " � .� , � � � PT SfO. I J� f4S.72 , \ ,� _� ���-- - --�-JS� � ' . (EX. RrW LT) , + �� 4.60 -L- �' � � ,� �X FROM L STA. 22 + 50 TO STA. 23 + 00 LT � �� _ _� � � � �,� �� � --� � ,1.. TL?��C� � , ' � �� � �� � � ��� � � CL II RIP RAP b5 00 L ' 22� � SfO. 2� f 'J�4..37 i � � � , - - � � _ � JS �,� . - , - -= � � � -- ,, � � i - � _s, _ �, � � � .. _ - - � , T i , _ _ _ � _r,�_� ����� � , � �� � � �N PASTURL � - _> � _,-.-, ,_ �-_ - � - D � „ � _ � �v�T� A�ui� �, _ _ - J EVELYN _r i- _ B � , , � ' � , _ ,_ < . � , � __ �n-, ,, ;_�- _ ,� ni k ' `�� . ��� -I=�, '� BAER E, GUENTHER AND � � � � -, w � � � ,_ � � � � � � , . � � _ _,� , , � � � _ � - � i � 0 F� , � .`�` � � � � � � DB 1847 PG 529 � � � � , � „ �-, ,r�, � b " , �, � � � �. _ _e , , � _ � E _ E� , � ' � � � � __ - _ � �� E AN�� � ��� � � � Sta.,-,�,' 23+00 LT Sta.= 23+00 LT i � �vi�;��_�G� � _ �� „��,� - � � � _ � _ _ ,�._� �� � : ; � � �� _ _ � � � �,; � � : � - ,,_; , � � i �� �-� � l � _ - _°. � -, � '� �, �� � C - �; Ei A,���, � � � � WET �' -'"`�`�- � �� � _ ___ � ���� � ` y'�` "--�-_- ,- _ � --�- �� - - - _ � S � � LANDS - � - � - - o � � _ � _ -` � _ .. _ :� � �� � � ��' ��� � �'_'-- � � � >-�5_' �'<, - ,�, � k' ,_ i 55.00 LT � Q2 .0 fcfs v�'S 1�.2 `fps PC� 8�PG 955 �- 1 ,�_-;�., �' ' II GRAU � �J __�'� - fi5-_� v�o= lli.s pps 5= o.on f�r +00.00 -L- � ) � _��� � �� _ � _ � _ �� � - - ----- ,., �o= �fs d= o.b �r � M � -� _ _ -_ ` - - - o _ � �. \ - � �-,/S�, � �� - � � ��,Y-'� � - ' ' � 350 - -� - - _ n= 0.035 � . � / � / �� _r�� _ �l -So �i�i - - -- ���� '--_ � - - ���r r- 55.00 LT � -� � � TL 3 , �r - - _ �;;- �:_ -- � _ � - - ��, i ���7i ;���DS �� � � ��I,� , �, , � -- _ ' � � � � �� - �� - 30.00 LT - � � - � ti � e Grass , � _� � ' � � � -�� � �- - � - _ _ __- _ =- �� ��o�� _ �'�� k�� � � � �S 56 �52' 34.2° E . _ , _ __ ` . � ,- ° � �, � � � �� ,' �� � � , � DENOTES HAND � �, �' �� ;' \ � � _ � � - - - 0401 �i�l� :,r ���'� , �- � i � � -,, �,� /�� � (EX RrW LT) ; �4.4 � - - JS� � � �S� � � �- - _� - - - _, �„ `3 � . X C W�LEAR�N{� ' � � - - -F _ - �� __ - - - - _.� � ��' �i�, �� �� ��� � `� - _ _ _ � ' END PROJECT _ _ ___ � - ;_ - ------ - S - - � - Q +oo.00 -�-` , - __ - ' , �- ' --- � � � � - - _ _ =- _ , ,. � �� � . , ',v, T�ANDS V o , 30.00 RT `� - � - - ��_b-� _ �- _ __ � - "rr', i r _ ,, a i-; - - - - - - - - - ---_ - �\ \<_ _ _ - � \\, ' � � �: - - . .3fOO.00 � DENOTES FILL IN I � � (EX. R�W RT) -�,_ - � '��� � - �- � �- � � ' � � , - - �_" - 8°/ _ - � - - �� ���� � � • � L STA 2 - � - - -- - ; � WETLAND � � � �, �5�- � -� - - - � _ � � � , � = - ,� ;_ . E � �_ _ , _ � � , � -__ �� � _ _ - �- - � , - o ,_ , -� - ` \ , / ' �„ ,. , - ---- , � - � - ,� _ i � _ , -- � � � � � ,� ��� / , , , � -;- �� � � E � _� � , -�. �:_ i� - �- � �- � _ - - - - _ � � � - > F S�. � DENOTES IMPACTS IN �� � �� ` �� �-48J2 L- j �� � � �� �� �'� ` �� � � _ `._ „__t, � � _ _, � SURFACE WATER /,' � ` ��-� WET�ANDS �� � % - � � 2 � �� P °� � , ,_ � � � �\� 1 , �� / T� � i � � � � �P� + .0 -L- 29.97 RT o ,�� E -��� _ �� �, � �� � � , ��� , -� T R o � O 45.00 RT (EX. RlW RT) �NCo ��� � � � � �- , _ �� �� �� ,� �, � DENOTES TEMPORARY � � � ` � � �X \ N � � � ;` ` � � � �_ � � , T � �� ° POT SfO. 2.3f97.9� i �- - � W�'��-���� �j TYPo +48J2 L- �' � + 4.60 L- �TE�"� PECIAL CUT DITCH �' �- � � CU DITC IMPACTS IN SURFACE WATER � srRE�M sEPER4rEs AT�iNTo wEr�,aND ARE� 45.00 RT ��' � ,� 30.00 RT RAL��V DITC "� � ' � � � AIL 3 �'., � ��. , / � � � �_ ` E�'AlL 4 � SEE DETAIL 2 +00.00 -L- � � � � _�f�l ' / 29 97 R �, + 4. � -L- 45.00 RT � �. � � � -- _� �� � ` � � � �� � �\ � I END BRIDG -, _ � i � v o _> � �> o r � �ex. ww Rr) � � � a5.00�� Rr � _ � ��.� � � � , ° r' �-�-,�r�EEs � -- -- � , i�����- ��� ��z8i E�i837��8 ' � � � � �� END APPROACH SLAB . Rr � , � ,, ��o � �,� � � h w �, 30 00 _ - - _ -- ' - � 4 -, _ � , _ �\ � D ETAI L 3 , � �v ------ ---- � ' GRAU 350 TL-3 �� �� R�P �,P � t� � o � ; ��� �� ,-,�v _ ,,,_��, �� ���� ��A������L 3 _ �\ ' - - - - -� STA. /6� /6 _ �� � � � � � . -L- STA.16+94 � sPEciA� cur oiTCH < , . � � , � �� � � � ; � \ � p � I +40044 7�51 � TY1- E � � �2a.3 ; -� � � Y - �� � _� '�l!' � � ��1 � H I ( �� I �_� ' I.I � �' - � ✓s. t,� ( Not to Scale) + 54.3 L- � � � O �N p � - - _ i � �� �'� /' � �� CL I RIP RAP ot Front 30.00 RT � 0 \ _ � � ,� �� � TO ELEV. 339.4' � � ��t�h ���. � ;' � � ��- -- -� - - - � - - � � � BEGIN APPROACH SLAB "°'��°' 3` < � �� � �� '�� � � ' , 2 U'�� Slo e ,- � � � . \ sfia.- �s+zs RT F + 4.3 L- � DITCH OUTLET � - Ground 7 _ \_ ^ � O I � � N -L - ST A. �6 f�� Q5 - ��.isf �5S d � 44.00 RT 2 TN C1 B-RtPRAP �- � � i i I _ _ p � � \ �� � . . � _ - - � 2��SY GEOTE�TlCE � r„�;���,� � \�,, ` � � � ��' � d- o.00b �r � /w R. � � M N II� �i r ✓ Geotextile i ° - � � . i �i �� �i -- �� Liner Class B Type of Liner= Class B Rip-Rap Min. D- 1 Ft. ___ 3 I��(� R_ � '���,��� �� �\ � n - 0.054 � � q � � O i i i � � Max. d = 0.5 Ft � � � \ � - � � -- I � � _ __ -- �- ,l � _ --- / 15 _ / WETLANDS � WETLANQS �� � � I - - ----� -- , -- � St .- 18+28 RT . A - - - � --- T- - - - � � I � - ' --- --_ II Q2 i:s �fs FROM L STA. 19+00 TO STA. 1+ / � + -L- _ 9 75 RT --- ---- � - --- --- --- -- � �, � � v2- �.o �_1S -- - l ) ; - ys---�� -- 29.7 RT � _ - Q�o= �.� � � �� � EX. RrW RT � GRAU 350 TL-3 BAERJE, GUENTHER AND EVELYN P E RM I T D RAW I N G V10= l.l fps - ____ ____ ��, � STATE OF NORTH CAROLINA --- - - - - ' i� �� - �Y�E-�ITI �, TYPE-I I DB 1847 PG 529 �S STATE OF NORTH CAROLINA � � � C7�� 3J�� TL � __ / � �-�S_ DB 166 PG I � BEGIN APP. SLAB \ END APP. SLAB PARCE� °� S H E ET � O F � � � �� �B �66 Pc � � � �� � � -L - S%,Q. �6 f00 � � / � � � � PC 8 PG 955 - _ _- � ��c!'� -L- STA.16+94 V� � ,,��-�/ � �,� 50 25 0 50 100 ���� - ;� l ---- � � � ' \ ��, �. � - � � � � �� � ' SKETCH SHOWING BRIDGE TO PAVEMENT RELATIONSHIP '-��� , 1 i � -� � �� -_ - � � i __ - �' i � , - _ _ _ � � . , _- � � � : �- i �__. - . . _: ,- ._ ---_ � I : : i i I - - � 390 : -_L- SR 1112 (ROSELAND RD.) - � � � -- - _ i 390 � -'� � � � ' BM #2: i _ - _ i ' / 1� HY RA � Q l Q -BL- STA 14 + 40.44, 2 7.51' LT !� ; B DGE D UL C D , � -L- STA 15 + 90.62, 31.91 RT ; � �I� EL 336J7' i 3 8 O DESIGN DISCHARGE = 800 CFS '� � � _ __ _ _ _ _ ' , � , , , 3 8 O � ' ; DESIGN FREQUENCY = 25 YRS �� '�, _ Pl = l4 +40.00 � Pl = l7 +50.00 Pl = 2/ +35.00 Pl = 22 +60.00 � i _ . _ . _ . - _ . , DESIGN HW ELEVATION = 338.4 FT � EL - 339.07 EL - 342.80 - EL - 344.55 EL - 342.45 I � BASE DISCHARGE _ 1450 CFS � _'� VC = l80' ' VC = l00' _ VC = l50' VC = 80' � � BASE FREQUENCY = l00 YRS �I ��� K= 85 j K= l34 ' ' ' K= 70 K= l44 i ; 3 70 gASE HW ELEVATION = 338.7/ FT -', �i DS � 45MPH � DS � 55MPH I DS � 45MPH _ DS � 60MPH 3 70 � OVERTOPPING DISCHARGE = 2200 CFS I, ' � � � . ' _ ; , _ _ � OVERTOPPING FREQUENCY= 500+ YRS 'I . -', � � OVERTOPPING ELEVATION = 340J FT i � ; BEGIN BRIDGE -' ��sK�w . 34�'.5� ° � END BRIDGE '�� � � � ' 3 6 O � � BEGIN GRADE _ ,; � z �_ � ,. END GRADE 3 6 O � = FT I I� L_ ST A l3 f00.00 L= S T A l 6 + 1 0. 8 4 �@� o--o� A-0� � �� -� � - L - S T A l 6 + 8 3. 1 6 - L - S T A 2 3 + 0 0. 0 0 � -------- E L - 3 4/. l 3 � E L = 3 4 2. 0 0 � I EL= 34 0. 3 4 - E L= 3 4 2. 0 0 � D A T E O F S U R V EY = 3/29/l6 _. . -- - , �-_ I � -- -- --- -- - ------ - � � � _� _ _ _ -- - _ _ - i LOW T E,L -- ------ � � �- -- � W.S. ELEVAT ION II AT tOW � S�DE . . 350 _ 350 - _ _� . ' AT DAT E OF SURV EY 332.8 FT � i oF s�Go�€ -_ _ � � � I _' i I i l i_ - i-_ ___ ____`_ _`.___`_ _-. . I . _ � i - � _ _ - - - - - - �: - _ _--- � - C+)0.4545% . _ - - - -- -__ __ --- -- _ - - - - - - - 68 _ . - - 2/ - - --.__ (+) 20 ° ------- �- . 00% � ---------- ___ � ___ _. _-- _ _ _ _ _ ----- _ ---T _____________________ --- JI o l�l _ 250 � 340 - - - - - - � - _---------- 340 ; _ (-10.907/% , ,- , - * a� l + 1.45 3% ; _� _ - - - (-J 0.4,8 °e � � � � i � ;y� , , �X � ; � ,� ,�/o� _ _ �o �", , , _ _ � � � � ��a, . � . ►� , � , � - - - - - - - ! �i�.� � � � , - I i I_ �- �. Q�p� . I I ! I_ I I i, ! �. IE C ATE T�0 I I � _I_ ' � � O � _ _ _. � _ � . . i I I _ _- - �` � XCAVATE T� O f� Q O _ I I_ O�''� ' O� I 3 3 � _ - - - _ _ _ _ _ _ _ _ �ECE . 334.6' �_ `� .�. ^ � LEV. 334. ' _ I Q f� _� -. � �` _ I _ � O _ _ _ _ , ---- _ o � i __ � �_�_- -�_�- � _ � J � �' EXISTING GRADE 33O � _ _ _ - ---_-___` I '_! EST 144 GY i i i I i � i __ i � s���s- , -fl- �---- � � �� ( -J /.47 i-i 2.�.3 E E BAN I � Z II I_ Xl T l RA - -- -- - -- - S�IIRIPRAP i i W�p E S NG G D - __ ARM RING - C1 �, y' r`i ,. V y' ':. I. I ' i_ � N W I h N �U i _ _ - - - _ GLASD IN 3,.5' - ! �.�,P Q �- � f� � J . , . I -� I I i I I i I i I � d- _. _ _. - ---- - - � I _ _ _ I p�o'� � � ' . �� i _ II II- �� �J I I ----- - - - - - - - _ - _ � � _ � W . . , . � � , , . , , , ,_ � � � N�� �� I I W � 320 _ _ � � � I- _ _ 320 � r - � i Ii � � � � � W _ ' m : . : : - - i I_I_ �i � �i _ - - - - -- _ _ _ _ _ _ _ _ __ _ � ��` - - - - - ___ _ __ _ _ _ __ � � � � � - ;I ;I= _- - - R��Hr o�rcH -------------- , � -- - - -- - - a� _ _ - - - - �, e.e. � � � � � _ - - - - - - - - -- - I I I_; . I I I I I I � I I _ _ _ _ _ _ rn I �I _. . . - i- , �: _ _ _ _ _ _ _ �� _ �� � ,� -� , LEFT DITCH ---------- � � 310 � � � , I- _ ; - - 310 �, - - - - - - _ _ _ _ __ _ __ _ _ __ _ __ _ _ _ _ _ , o _, „ : „ � ' , o� - -- --- - - - � , _ _ _ _, �_ , o, L _ _ - . __ ., � , , _ , I- ; ; _ �� �� _ � ��� - - -- _ , i , ; , , ,.. ,�^� �:.ii �i ii- � � �� � o= �, , - _ _ - , __ _ -, � � , i I I I I , , -- - , - - , � cu , � � U I �- ��� I �� � � ���� 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � �� � � L � r_ � Q +� � 3 O i O � m L O Q �� - � OI C�I i i� CC � Q� �� i N <9C� . r�epa�ed �n Tne N� FIRM UCENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office af: �� su��r��T 504 Meadowlands Drive ; B R I D G E N 0 6 2 0 01 9 ❑ Hillsborough. N� z,z�8 1 7 B P 8 R 8 9 X- 2 i � i DESIGNPNDENGINEEFINGSERVICES (919) 732-3883 _ J I _ � • (919) 732-6676 (FAX) • • • I I I � . II 75 70 � 65 60 55 50 45 40 35 30 II 25 II 20 15 10 ' 5 0 5 i 10 15 20 25 30 3:5 40 45 50 55 60 65 70 75 , . � _ _. _ _ _ _ . � � —'_ �i �i i � i _ I � i �. � � _ �i A__ i . _ i �i _ _ _ _ _ _! _ ,: i _ _ _� � _ , — — -- - — _' ", __ , , _ , ,, ,� � � ! — � _ _ _ _. ____ , _ _ iii� i ____ i I � -' �, n � .� � . 0 . 044 . _ ; ' ' ' ; _ , � , � � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 � 40 45 50 55 60 65 70 75 . r�epa�ed �n Tne N� FIRM UCENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office af: �� su��r��T 504 Meadowlands Drive ; B R I D G E N 0 6 2 0 01 9 ❑ Hillsborough. N� z,z�8 1 7 B P 8 R 8 9 X- 3 i � i DESIGNPNDENGINEEFINGSERVICES (919) 732-3883 _ J I _ � • (919) 732-6676 (FAX) • • • I I I � . II 75 70 � 65 60 55 50 45 40 35 30 II 25 II 20 15 10 ' 5 0 5 i 10 15 20 25 30 3:5 40 45 50 55 60 65 70 75 , . � _ _. _ _ _ _ . � � —'_ �i �i i � i _ I � i �. � � _ �i A__ i . _ i �i _ _ _ _ _ _ ,: i _ _ _� � , , _,� � � ,, , „ , „ ,� � � �! – _ — -- - — _' _ __ _ _ _ _. , ____ _ _ � � i i i i � � � � i � l " i i � � � I I I III I II . .. _.. I I I I II � � � , 0.�2� � I �.�2� I I I i I . i ii : � -i i - _ _ _ -- — -- - � � 340 ' ' �_ �� �� �� D� D� D� D� De ee 0� �� �� 340 � e _' '�' '�' ' '_ _ _ � � ���� ���� � � � _ _ � ----__ _ -__ ---___ ____ __ ---- - -- ------ -- _ __ _ _ � _ � i ' I i . , � - , ------------- ' : I : : : � _ _ . . �-- -_ _ � � � � --_" -- 335 � � ___ . � ___--- _._ _��.___ . -------------------- -------- _: 335 -�� -.------ _ ---- ---- _ ------- - : : : : -------------_------------- - � --- ____-- -------- - --� - - --- --- ,� -�i�� : J � �� ;� ��---��� ��� _ � , : _ � � , � . _ _ _ _ __ -i�: _ _ / \______—� i- i _ i i i i i i i ii i i I . - ii iii iii ; �_ ,_-- ' , - 335.23 --.- 330 --. - I � � � � � - � , � � 330 � � � � � � � � - - - - - -- -- -- - � � - ----- - - -- ! - - - -- - _ _ _ _ _ i i -i - - - - - - - --- - - - - _-- 16+25.00 ' �_ �� � ���� � � � � � � :� ; i I� i i i 325 -�� � � k--- -: ---- -- � i i i i i ! i i i i i i ii 325 : : � � �� i i i i i i i i . i � i i � � � � -----I-�-- I - I i � i _�_ � -- '-�- -� --�-�- � -' � -'-�--�-'-�- - -'-�-�-�- -- I -I---� I_'_'_ _------=—___ _-___-__-----= - ' . , , _ ___ _ __ _ _- __, r I I i I I I I I � '�� I RI D E L TA + .- �� �� � � � � 350 '� B E G N B G-- S . 16 10 . 8 4 � � � � � � � � � 350 � � . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . .�. i � � i � i i � i i i � i i i � � �. i � i � � . . � � . , � . � � � � , � . . � . . . . - . . . . . . . . . . . . . . . . . . . . . i � �--�.-- � ��— ---.—II._..— — — — — — -- — — — — — -- — . , . , . . . . ... .�. .. . .. . . .. I � I I . � � � I � I I I I I I I I I I 345 ; � � ' " � � � � � � � � � � � � _ . ; � � � 345 � � � � � —� �- - — --- _ - . _ _ �i i i i � i � � � � _ II - �i I I i .._ � I —� [ . I I I I .� � �.�2� I . 0. � 2 � —r--- _ _ _ � � � � � �-� � � � -� � i I i � �i �i I� � � � 340 _ � - ' ---- ----- - ___ . ; ;, � � � � � � � � � � 340 . _ __- -� i i i - i � � - i .'� . . — — _ � _- _ � � � � � � � � i i�Ii i i i i� I � • �� -- _ i i II i i _ _ _. _ - � li i i i i i �, 1-- i I I _, �� - i i -- �� i iT7 I i �_ � � I_ - _- I I _ _ I I � _ � ; - � I i � � � . � i I I � -- --�— -- -- —_ _— -- i I — — --- — — , _ _ —. . � —� ' � � � � � � _ _--� i i i i � I I I � �- - - - - _ _ - 340. 77 � � � � , , -- -- - -----_ _-_ �-- ,- - , --- _-- � _ _ _ _ -- ----� 3 3 5 : . _----- � � � � � ----- : 3 3 5 i �_____ , __ _ ii . . ----- ------------ � � ! ! ! I : / �\ i ; - i , i i : : : : : : : : : : --:--_._________________ � , � � __ -- — � � ' � i i � � � � � � �, I : _ _ _ � � / _ __ ____ __— _ i � i i � i i i i � ��� _: / � �_._ _ \ �� ' i i i � � � � s � --- 16+00.00 � ���� � �� ��� � 330 -- _ � � � � � � 330 - � ___ � � � � i i �. i i � i � i�i� �iii i i _:_ iiii iiii i � � i i i i I� _ _... . i � � i i -- � - - - -- --- � i i�� � i , , , i ___. _ , _ _ , ,__ , I I i I I� 0.0�� , �-----� I � . . . � , 0.0�� . _ � . i, - - - ,. �_I � � ' I I I I I II 340 � � � __-- ---- --_ � � � 340 , _ ___- --_ � �� � �� � � � _ -� i � � -� � � i - _. i_ .1 __ , i_, i . i I i: _ _ _ _ . � �• �� � ; _ � _ , � � ; � , � . , , , � _ � I I _ I I _ _ I _ I � � � I _ - - I - �--- �-- - - — -_ - -i� C -1 - , _ �_ � � ��_ _ _ _ _ _ i-�- �- � ,, , --� � _' � ! � i � . : i _ - I 340.43 . i i � ., � _ __-- -- � 335 _ ___----. _;-_ �-_ �-�:-. :_-_ � � - _u _ --_°--_------ � � � -- . � _ 335 ----=-- ---- � ' ,--___ - - - �_ _ ------------- _ _ --__ ---------------- � . -- -- - . i _ - _ �- : : i I, � I, ,- -, `_ � --- ----�------- � � � � � � � � � � � 1 ---�� � i i � i i � i 330 __ �' �5+75.�0 � � � � � � ���� ���� � 330 i i ii i � ��i i i- � ' - - -- - - . _ . � i � i - - - _ - - - - - - --i i i i -. � _ _.� _ _ . , i ', I I I - I , � , , _ _ ' I -- - _ - - - - - --- _ - _- _ � II _ , _._ _ � � , , � � 0.033 ; 0.033 � : _ i_.� !_� _� i_ i - i � � ii il 340 �� ��� � �� � � �� ��� � �� i ��W ET� �� � � � ---- _ -- ------ _- _- - i � _ _ .,` ___ ____- ----__ i _ - - - - - -- , _ . _,_- � � � � ���� _ __ _ _._ -. - - - -- _ - - - - - � ,_ , , � � i � i -- - -- � 335 : . __-_ __---- - _ _ - _ _ -------:-- '� _ _ 3 0.11 - - I -� _ i � � �� �� ��� � _ �� --- - - - -� f � � _ -_ -- ---- - --- _ - - � i I � CLARING _ -- - ----- ___ _ _ _ _ ____ _ -Ii��iiiiil- -- � _ _------!--__ . � - - - - - - �- '� DE OTES ILL I�IN - - - _ _ � � 330 _ . �. ' F , _ � 15�50.00 �_ _ _ �_ ----- -- - -----_ __ __ _ _ _____ - -- - � - -- - -- --- - --- - - - � �� _ _ - - � : : _ __ _ _ _ o� _ - -- - _ - - - - - - � � = -_ ' E R�M I D W��' I N �, _ - _ __ __ ___ ___ _ _ - � _ - - _� � __ __ _ _ f , _ _ _ ___ __ _ o Q_ 2, - - --- - - - - -----. . __ . .-- --- --- - ._. ._ _ _ _._._ �,, � ��� S�ET7_ F1 , �. ., �� _ _- � �_ � __ _ � _ _ i , � , ,i __ _ __ __ -_-_ _--- _ __ --.__ ----.___- -- � _ _..___ . - _-.-.-- - _---.�_--_-. _ . -:- __ _-- --- - ---,_ _ -.-_ �� cn I I � � � __-__ __ I I � � i � I � �1) i � i �� � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 ,�� _ i � ��i i i _ _i _ I: ':_�_:'. _.. I i i i _ _ _ i I' I _ _._- I. . . I I = - - - - -- , _I . . - - - - �� _ i i ,�,i I,,, � i,� i - - - �-- ___ ., _ _ ., _ _, � �� , - -- -- - - _ _ _ � li i � � i � \ � � ; ._� � � �- � �- I�_ _ I- I- ; , � i -------- ---------------- _ _� _ _ � ----------- 1 � __._ __ � _ _ _ _ __ � � ,__ - � , - i - - - - - - - - - --- - - - - 1-'� _ _ _ _ - - - - - - _� -� _ _ _ _ � _ _ __�_ _; ,; ; , _ _ _ _ _ _ _ _ ___ _ � � _ , _ � � �� � ,_ � � i ' I 340 _ . 335 330 —. --.— —,_—.— ---------- ._..— I �— _--. II � j__�_�I�I I � I I_I I � --.._.— ._._._ _.-- i _. — —.—._. � �I 25 30 35 40 45 50 55 60 65 70 75 . r�epa�ed �n Tne N� FIRM UCENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office af: �� su��r��T 504 Meadowlands Drive ; B R I D G E N 0 6 2 0 01 9 ❑ Hillsborough. N� z,z�8 1 7 B P 8 R 8 9 X- 4 i � i DESIGNPNDENGINEEFINGSERVICES (919) 732-3883 _ J I _ � • (919) 732-6676 (FAX) • • • I I I � . II 75 70 � 65 60 55 50 45 40 35 30 II 25 II 20 15 10 ' 5 0 5 i 10 15 20 25 30 3:5 40 45 50 55 60 65 70 75 , . � _ _. _ _ _ _ . � � —'_ �i �i i � i _ I � i �. � � _ �i A__ i . _ i �i _ _ _ _ _ _ ,: i _ _ _� � , , _,� � � ,, , „ , „ ,� � � �! - _ — -- - — _' _ __ _ _ _ _. , ____ _ _ � � i i i i � � � � i � l i i I I I i i i li I I I i i i I I I i I li li I' I'I I'I I I' III I I I I I i I I I I i I I I I I. I I I. I I i I I I I I I i I I If i i li � I i I I I I i I � I � I I I �� I . I i I I i I. I I I I . I I I I �I � � � � � � � � � � � i � � � I I I I I I I I I II � I II II III III I I I I II II li li . i iii iii. ,.; ,; ;.i � , i II � - - _ _-_ _- ___, 345 . � �- �- -- __._ -, , � � � � � � 345 : � ���� ���� ��� , _.. . _ , � �� - - ---- -- -- ------ ._ ----- - - - -- - ; ; -_-- 0.02 0 , , , , _ 0.020 . � - � � ��� _ _ - - -- � ' � � -- ____ _ -- - ---- --- . . _ , -- - - � i ' , _ -- _ - -- - - - - � ' , ___ . ! � � � � ---------------------- -____, I - i II - II I I II - � 4 �. - � _ 3 0 � � � � � �� __ -_ � ; � � � � � � 340 i i i` - i- _ . _�_. -- i � ?. ; i i j i � i i I � � � � � � � i I i . <� � •% I I I I I I I ^ 1 / I I I I I I I � " I I I I I I I I I I I . - ._ � I I /� � i i � ���� ��� I � i � i i i --- -�-- , _� ---- --•- - __- _ � _ _ -- -� � � ,, _i i-i -- - � - - � �' '' 341. O1 ' � �� '�� _I � �, �, �, ' �'� �, �, � � ' � '� � _ ' �r _� __ _ -� _ _ - -- 335 � � - T. _ - 335 � � � � � � F- -F- _ _ � _ _� � . �� � _ -------- ------------------------------- --=-------------=------------- ----- ----- - - _ . _ �, � �i � � . - - il i_�il 'i i _ _ : : : I 17�00.00 ; ��I : . . . :. ._. . __ _ �� -_ , � i � � � � � � I I I I I 330 i i i i i i � i i i i i �i �� � � i � � i i i i i i ii 330 9 : � � � :: 1 i l�� �i i i � i � � � � _ , li I I i . . - -r' i i i i i I I I I I I I I _ .� �' ' , i I i I _ - i 355 � � .��� � � �� � � � � � � � � � � � � 355 � ���� � � : L 350 - � � �����E��N��D������BRIDGE� -L-��STA.���16 + 83.16 � � � � � ���� � � � � � � � � � �_, i� ��i i�� i i i i i _ �� ��� ��� � � � � � � � � � 1 350 �� i�� ��i: iiii � i i i � I I I I I I�I� lil I I� �i�l I�i� �I I I I� � ��i��� i i i i i .._ ---- - i , - � � i I I � � I I I 345 � : , � � � � � � � � � � 345 _ _ � � � , 0. 02 0 �. � 0. 02 0 � � ; , -, I ' ' _ - , - - -- � � � - - - - - - - - - -. 340. � , ___ _ � �� � �� � 0��0�����QO���eOO���Q00���� . ���� ���� � � I�� ; � � � � 340 i , ! �i � i - i i �� I i I�_ -� _ � �/ - -_--__ , i _' �\ , .» __� i _ � _ .__ I , ! ___ . _ � _. - - : ------ , � 341.18 , ` _ � - -__ , , � � � � � � � � � � � _ __ _. 335 . --- . f � - - f i ' ; _, � fl - , , ` : 335 , ------- ---------------------------------------� � �----------------------- -----------------------------___ - - ; ; � � � � _-- 16 � 75 . 00 - _- , ��� �� � � � ��� � . , 33Q .! ', � � � � � � � � � � � � � � 330 �� � � � � � � , , , --- � � i i � i 34 � ,� _,._ - , _ � � � � ���� ���� � 345 � � - . I �,' i i � ��i i � �- - - � 0.�2 - _ ; , _ -- - - - ' l�-�, ��� 0.020 _. _ _ , ; , �:i ii� � ! � I - - -_ . _ -- -- -- -. - - - 340. � _� - - - -- - - - 0000000eee00000000000000ee � �; � ; � - - - 340 - - - - -- -- -- - -- . i� _ _ � � _i � , _ _.� � _ _ _ _ _ __ . _ _ _ _� - - - � � � - - - - _ _ - - - _ - - - -- - _ _i - - - _ �� � � � � - - . i_ _ -- - - . _ . _ _ _I. . . . _ . . . _ _ . _i_.. . . . _ . . - - - i , -- - - - - - -._� . , . . . , - - - - - - 335 : - -- - - __ -_ -_-- __ - - - - - - - - - - _ _- - _ _ � - ' � � - - = 335 � -- — — - -- - - �i --------- ------------- ��� _ � -- — ----�\� - ----- --- - -- - - - __ --- -- ----- __ - --- � _ _ _ � -- - - _ _ _ . _--- - -- ---- -- _ -- --- - - -- _ ; - - - --- -- - - - . � - , --- , , ---- - I - -- - -- . -- ---- _._ , .------ . � � _. _. --. . - - - - _ __ _ _. _ ! _------�-----------------�^�_ /! - - - � ----- -- ------- - _ _ � I .- � � , , , , , , , , , , , - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ / i _ _ �� _ I-._�_- I _--------------- - --------- --� 33Q � ; _ ,------- ------------- - - - , - - --- 3 E� H���fl , � � .f 30 i i � i � i i i � � i i i � � � _ � i , , DENOT _ _ _; , _ - - - _ _ _ _ - CL ARING = _ _ _ _ �; _- __- - -- _ _ _ -- - - -_- j __ �� ���� ��� �� ���� ____ _ � �__ � � � ----- � � ___ _ _ __ - _ _ _ ,� �; . � D E OTES I LL I� I N - I 331.50 I, -:-z - - - - � � 325 F F _ . - � � �� _ _ _ _ _ � - 325 � �: � - _--__ __ _ _____=: __ __ - _ ___-- _'� 16�50.00 '�- -_- - -- - -!, - - - - - _ _ _ _ _ ___ - - _ � � i i i � � - - -�-, - - � _ __ _ __ � � _ , � - -- - __ - � - - - - - _� - - - - � � - - --� _ _ _ -i _ _ m L i I �� i I I � � _ _ — -- -- --- --- _: _: _ , - — — --� _._�_ _ . i — - oQ�� ER�MI D W!' ; _ _ ___ _ _ _ _ _____ __ __ _______ _ _ _ _ _ ___ _ _ _ _ __ _ _ _ __ __ _ __; ;_, ; , _ _ _ _ _ _ _ _ __ _ _ _ ___ 320 ' ' _ 320 �,, � � � � � i_ i i�i i � -� � - _ _ �, _ _ 0 �� - I I II I I. I �_� � � ,_ ' hi E T 8 , 1 , _ _ ___ _ __ ____ _ — _ _ _ -_ _ _ __ ___ _ __ _ __ _ _ __ _ ___ _ _ _ __ ; � � _ __ - � � � __ ,. _ __ __ __ ___ _ __ __ _ __ __ __ __ _ _ _ _ , � � � _ :____ _____e _.__ __._____ _ ___ _ ____ ____ _._____ __________ _._ _ ___ . :___— _ �� � _ _ ___ __ ____ i � i� i, i � i, Q� 1 i ; , I _ _.__..__._ - I _._. , - _ _.__ ___._ - I ---,._. _. , I ______. __-____ I I ____ � ---____ ��' � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 �� ,�� _ . r�epa�ed �n Tne N� FIRM UCENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office af: �� su��r��T 504 Meadowlands Drive ; B R I D G E N 0 6 2 0 01 9 ❑ Hillsborough. N� z,z�8 1 7 B P 8 R 8 9 X- 5 i � i DESIGNPNDENGINEEFINGSERVICES (919) 732-3883 _ J I _ � • (919) 732-6676 (FAX) • • • I I I � . II 75 70 � 65 60 55 50 45 40 35 30 II 25 II 20 15 10 ' 5 0 5 i 10 15 20 25 30 3:5 40 45 50 55 60 65 70 75 , . � _ _. _ _ _ _ . � � —'_ �i �i i � i _ I � i �. � � _ �i A__ i . _ i �i _ _ _ _ _ _ ,: i _ _ _� � , , _,� � � ,, , „ , „ ,� � � �! - _ - -- - - _' _ __ _ _ _ _. , ____ _ _ � � i i i i � � � � i � l i i I I I i i i li I I I i i i I I I i I li li I' I'I I'I I I' III I I I I I i I I I I i I I I I I. I I I. I I i I I I I I I i I I If i i li � I i I I I I i I � I � I I I �� I . I i I I i I. I I I I . I I I I �I � � � � � � � � � � � i � � � I I I I I I I I I II � I II II III III I I I --- II II II li li _ _ . ii iii iii , ; ; ;.i 345 - ,. -. - -- : : - - � _ _ _ � � � � � , , , , 345 0.025 � ���� ���� ���� ' ' �� - - - - - -- -- ------ . ' _ _ IIII I lill � 0.025 . _' � � � , _. - -- �� , `L'• ---- - - �---_ ---�--- - � _ � _ � � � .� " __---------�------------ -- - -I --- I -- -- - i i I _ r - ---- - i �.� .. ----� -- . _ _. _ - I I I I II 340 __� �� ���� ���� ���, , � 340 � � , ,i , i 2•� ' ' ' ' � i � � i I_ -- : I _I_ _ ._'_'. i� i ' I I I I �� I I I I I I I I I I i � . , - -. . . .-. . . . - i � -'- �--�- ' I' , ' ' �� \ � _- I - - I I -�- � __ ____ _ _ _____________ I I - - - i i --------- � � �-i i `� , � ------ -- - _ - - i I ------ — - - - - - - - i I I : ------- -� 340.98 � -- - - � � , ----- -- - � � � � _- -- -_ - __ - _� �_� _ _ ----- - - -- - - � 335 � � � � . : � : ` _: - - _ - - ° � T T 335 ---------- _ ___--- _. -------------------- ------- -- � 8+ ��.�� � � _ _ i �i �i � i � i i —:_ :_ _ i�� � i � —. -_ , i i i i i i i i i i i i i i i i �i �i � i i i i i i i i i i i 330 : � � , ; � � � 330 9 � � � : : � i �� �i i i � i � � � � _ , li I I i . . i I I I I I I I I I —f - i I i i ,i, i� i i _ ' i ' 345 - � � , � - �� ��� 345 �. � � � � � � : 0.014 _: 0.014 . � � � � . ____ _ . _ - - � _ � � � � � � � �� - - � _- � _ � - - -- � - - --� , _ � � � �_ �,'• , --- - � - � , -- -_- -__ � �� �� ��� �� � -,-,-� -� ,-I� _ _ ,�- _ _ � � ----------------- _— _ _ I I I II - _ - - - - - - - - 340 � _ - - - - - , ,:, � �� _ �- 2 � _ . � � � � 340 � �� � , , � � , , � � � ; _ . J i � i � � � , , � � , , � � � ------- __ _----- — � � � � __ ___ � \ I -F _ - _ I _ � � - - - - -- - - � _ _ � - - - _ . < _ - - -- - ------------------------- _��� ' ; 34 .86 � `� - ___ � _ : : _ j , . . � -------------- � �� � I F I ,_ 335 __ . �:_ �_ _ _ �.-_ _ �` . � � . . . . . 335 � -�--------- _ -------------------------------- -- _ _ � I i -- - l 7 + 75.00 , i � 11� li � ���� ���� � 33 ���� ���� � � � � � � � � 330 i � � i � i � ��i i — ii i -- , ,�� ,�� � _ i i '---- ___ i 345 � _. - , , - , , , , � � _ � , 1 345 . ___ , , __� � i i � � i�� — ' � � � — E � � � � 0.003 — 0.003 — , � � � � 11�/E LA� �____ �� _ �, — __ _ ,� �T ___ -- — �—� , , , , , , � � _ � , , , � - _ -:- — _ _ i �---` _ — -- — -- ---- --_ _ __ _ — _ _ � � � �_ : � ___ __ � : __ ___ � � � � � _ � — — ------- � � ------------------ ,___ -- ---_—_i, , _, , 340 1 � :, , � 340 . _ � . _-�g_� - - - _ _ _ . _ 2, � : �. , _ � � �� _ , � � � i 'iii � �i -'I ,i i � I % __ _ . i � � � � � - � _ � I ,� __ , � F F F � � � � �__ __ � � _,�� � �� � i , --- -- -- _ _ I � _ � i � � --- --- - i-- - - _� _ -- - : : : , , I �� _ _:_ � . F � F i F � . . : - . � 340.87 335 ---��---- . . -��� . ' - , , ` :- _ _ . , .:_._. , -_, - _ _ , -� � .� � 335 ------ ----------- _- �� ����� ---- �� --- ---------- _ __ --------------------� _' -- ------- _ � _ __ : _- - _ . - - _ '- . -- - - - _� � - - : - _ _ __ _ _ _ __ _ _ 17+50.00 ������__ _-_�_.____ : _ _� -- - - - _ _ , � � , , _ , i . �_ i �� - - - - - - _. _. � _._. _ _ _ � -- _ � � i - 33Q - - -- - - - _ � � � - � . , - - - - 330 : � � � _ _ _ - - - -- -- -- --- . - -- - - - -- - -- - - - - - -- � _ _� � - _ _ __ . - - -- _ _ _ _-- _ _ � _._� __ - - - - - - _ - _ _ _ - - - _ - - - -- - _. - - - - - _�� _� � _ 'i__ _ -- — —. _ . _ ; — — —,i.; i i,i _ _ _ _i_ _ i i i�_ �, ,i,i ;, � -- — — ; -- — — — — — � i 345 -' - - _ -- - - __ -_ -_--__ . - _ I� - . ' � . _ _ - _ - - I %- - - - - - - II 345 I I �� I i i � i I� i i i- - - -- -- - �I _ -- - O OO7 ---- - I � � I � i i i i i i i I i i i i i i I I II i - - - --- __ -- � I� �___ 0.009 � _- . _ � � � � � � � � � i � � � � -- -- --_ _ _ , � . � I _ _ - --- . � �.-----.I , I- ' , i _ _ : ; p I I ! I I i � -. _ i IIII III III II I I II I, o i __ _ _ _ � --, , „ _ � _ , — ---------- � � i i i i � ii ----- -- i o � ' 340 , �i � � �� ; ilil li ! _ _--- ------_ - 3 _ _ - - � � ' � � � I . ..,.. . � � i� ..._. I � �� �i __� 40 _ _ I I I i i _ i ,'` , � �, � �, -�� _ I i ' ?. _ II !�I -� II _ II - - �. _ I i � �\ I i I � i.._ �I I , � CL ARING ' , � - -- - - - - - _ -1- � � _ I � ° �' _ ' - _ _ _ _ _ _ _ __ ,----- � • F __F __ � _-_ � F _- �--- - � � 'i - - �� - - - - - I I I �, � . , � � : � i i i �� � � I I I � __. � � � ; � f i � 335 F I F D E OTE S I L L I N . � ��� ' � � � _ _ --- --- 340.92 --- - � � ' F � F ' F ° , � ���` ,- � - -- - - - --- --- - -- -- �, �--1�1� ----- �,�. _ i i e�,.r_�: . .�_,�., ' ------__._---����� ��e�� _, _ ._ _ — � ' 335 _ __ _ _____ � - - - - --- - - - - - -- - ---------- - ' ---- � _ � � � � � __ _ ___ _�'� 17+25.00 —=— =— -_ � ___________________ � �. � _ _ _ _ _ _� _ _ _ . �� � � - -- - _ - _ - - - - --� _ _ _ -i _ _ ' m L � � i I I � - _ - -- -- --- --- _: _: _ - - --� _._�_ _ . i - - o Q_ 2, - - --- - - - - - - - - - - - - - - - - -- - E R� I D � , _ _ __ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ 330 � __ -- - -; �-I � � 330 � -�, v . � _ _ _ _ _ o�'� � __ � _ i I!. I. i _ �, ,_'� S;ET9 F� ;� __ _ � , ;� �, ; ____I � � �__ � � _ ___ _ _ ____ _ � _ _ __ _ _ __ __ _ __ _ __ _ _ __ _ ___ _ _ _ __ _ __ _ _ __ _ __ _ __ � o _ _ _ � __ - __ _ _ __ _ _ _ _ � � _ � _ � � _ ___.___ ____�_____e _ __--___.___ _______ ______ ___ ____. � , _ ___ � , _—_._ _ � L � ; ____ ___ __ ___ ___._____ _ _____ ; Q� 1 , ; , , , I � � _ ____ _.___ _.. _.___. � ---------- _._ i , _ ___ i : __-- i _, i ��' � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 �� ,�� _ . r�epa�ed �n Tne N� FIRM UCENSE No: P-0339 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. Office af: �� su��r��T 504 Meadowlands Drive ; B R I D G E N 0 6 2 0 01 9 ❑ Hillsborough. N� z,z�8 1 7 B P 8 R 8 9 X- 6 i � i DESIGNPNDENGINEEFINGSERVICES (919) 732-3883 _ J I _ � • (919) 732-6676 (FAX) • • • I I I � . II 75 70 � 65 60 55 50 45 40 35 30 II 25 II 20 15 10 ' 5 0 5 i 10 15 20 25 30 3:5 40 45 50 55 60 65 70 75 , . � _ _. _ _ _ _ . � � —'_ �i �i i � i _ I � i �. � � _ �i A__ i . _ i �i _ _ _ _ _ _ ,: i _ _ _� � , , _,� � � ,, , „ , „ ,� � � �! – _ — -- - — _' _ __ _ _ _ _. , ____ _ _ � � i i i i � � � � i � l i i I I I i i i li I I I i i i I I I i I li li I' I'I I'I I I' III I I I I I i I I I I i I I I I I. I I I. I I i I I I I I I i I I If i i li � I i I I I I i I � I � I I I �� I . I i I I i I. I I I I . I I I I �I � � � � � � � � � � � i � � � I I I I I I I I I II � I II - ---.— _ . II III III I I I II II II ,_ � ! - � - � . ,_ - _ I � i , ; ; ; � I I 3'45 ' --- .-.- I �� ��� � , 345 , , 0.050 ���� ���� ���� ��� ; 6•1 0.050 � I' I ' - - - - - - - ---- - - - - ,, , , ,,, , , __� _ _ _ _ _ ----------------------- . ; : :: _ :_ _ _ -------------------------�------ ----------- _ - . _ , -- � � i ' � i - --- --T--- - - --- -- --- -- - - --- --- --- -- - -- - _ - - � � i i i _________ .� . , , .- � — _ , � ____E__ __. .___ _ -- _. _ 3 �L : : : : : : : � � � � � � � � � � � _ i I I I �' .� • i - -'----- � - - - � - - - - - - - - - 340 ---.-- _ :- - --_ _- -----_-- . : 340 -�- ------------------_----------- � � � � � � � . _ _ : _ . ---------: _ i i : -- � 339.77 i _ i _ i � � i . i _ i - _ _ __, � __ __ , , _�_ � � --'-- � � -- 341.79 -- , _ ' -- - � � � � � � � � � � � � � � � � � � � i II �, !i I I i I _ _ _;_ _ 335 � � ��� �� �� �; � � � � �� � � � � � � � 335 19 -�- 0 0 . 0 0 ' �, ; -_;__ ; �_ ---_��_- - -{ - - - -- - - - - - -- - ii ii_ 'i i� i i i i .� _ _ _ � � �, � � i � � ii '' ii i i i i i ii i i i i i i i i i i i i i i � i i i i i i i i i i i i i � i i i i �� i � i � i i II II I I I I I I I I I I I I I I I I I I I I I I I I � i I i i I I i � - ��r-�- - --�- - � i I I I I I I I I ,_� � � � � � � � � _ i I i I _ TI E TO _ � � �, 345 _ I__ _� ��� � � �,� ,�� � ' � �� ��� � � �� � � � � � � � � � � � � 345 _ 0.�050� _ . 0.050 ' ' ' ' _-�_ �_�_ � � � � � �_� _� � . � . - _�_ � � . �__ � D RIVEWAY� � 10 �� . _ . _---� � � ! � � � � � � � � � � �----- . __ . -- - - ������ : : � � � � ��: � --- _-_----_�----�------_ � � : �_; _ -------------------______ __ - _ _ - - _� � _�_� �__ � - - _ _ ?• , I i i � � i i i i � -'-----�_ _•I ..--. � i ` . _- � - _ � _ i � i i i_i i_i i i i i �_i _ � � � � � � � � � i � i — - - ---- - - — ---�----- I I 340 �'��_, ,,_--:------- -��--- •1_ � . � , � 340 � �_ . -----_ _ _ _ � _ '� --- ___ , --__ , , __ ___ , , _ --------------------------.,� -- i— i i . i i I � : � 341.60 . - - -- --. � � � 337.80 ��� � � 335 � � � � � . � � � 335 __ _� 18 + 75.00 � , , 1 �: � � � __ � � � � 1� ���� ���� � 33 ���� ���� � � � � � � � � 330 i � � i � i � ��i i — ii i -- ,�� �� � � i i 345 I� '� � . 0.048 _� 0 ,� '��� � �� �� �� � � 1 345 �' � � q�;1 048 _ � � � � � _ .-_ . _ _ _ � - -- -- . _ , ; , _ ; , : _ , , � , , - . _ � _- __ � _-_. � > ------ � � ---- � -----------------------�-_ � � , ___,__ �� � __________________ _--- ---____-_` ?. —ii iii i � — 340 .� �__._� �. �_ .-_ -" -`- -.-: �. .-_ -;-_ . � � � .� �:_ ' � � ` \ I � _� , , , � � � � � � 340 - , ; �, _�.�.��� �� --------__ . ' _ ` - � _____ ?, .,� � _--_ � L _ _ _ _ _�, . .—� - — ----.--- —__—__-�--- -__ __ --. � ,- � 341.41 - - - , , � --_ _ � ------__ ---- � �� ---------------------- 335 ' � � � �- � � 335 � 8� J��.O� � � 335.83 � � _ � � � , � � --- - - - - - ; _ -- - - - - - - - - - - -- _ � �� _ � � � � _ _� _ _ 33Q - - -- - - - _ � � � - � . , - - - 330 : � � � --�� _ _ ' - - - -- -- -- --- . - -- - - - -- - -- - - - - - �_ _ _� � - - - - - -- _ _ __ . - - --� _ _ � _ ___ _ _ - - � - - - - - - -._� � � 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 345 340 335 330 �_ -� �i WETLAND PERMIT IMPACT SUMMARY Hand 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) 1 14+g7 TO 18+31 1@70' 24" CORED SLAB 0.08 0.11 16+16 TO 16+64 BANK STABILIZATION 0.01 0.01 60 52 TOTALS': 0.08 0.11 0.01 0.01 60 52 'Rounded totals are sum of actual impacts �