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