HomeMy WebLinkAbout20190109 Ver 1_B5326_Permit_Drawings_Buffer_20190122_20190124.
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LOCATI01�: REPLACE BRIDGE 1�0. 247 OVER WHITE OAl� CREEl�
01� SR 2��� (RA Y1�OR RD)
TYPE OF WORI�: GRADII�G, DRAII�AGE, PA VI1�G, A1�D
PERMIT DRA WI1�GS: B UFFER IMPA CTS
THIS PROJECT HAS NO CONTROL OF ACCESS.
THIS PROJECT IS PARTIALLY WITHIN THE TOWN OF GARNER MUNICIPAL LIMITS.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
STR UCTURES
11ICDOT C011ITACT: DAVI D STUTTS, PE
STRUCTURES MANAGEMENT UNIT
WH�T T �
SE�'4KR
R 2 ��� D
INCOMPLETE PL�NS
DO NOT USE FOR R� W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PREPARED IN THE OFFICE OF: HyDRA ULICS E11tGI1VEER
GRAPHIC SCALES DESIGII t DA TA PR OJECT LEI�GTH WSP
"� � 434 Fayettevilie Street, Suire I500 Raieigh, IVC 27601
ADT 2019 = 4767 Tel. (919) 836-4040 www.wsp—pb.com
50 25 0 50 l00 LEI�GTH ROADWAY PROJECT B-5326 = 0.262 MI Li�enSe 1�'0. F-089I �� ���r�
ADT 2 040 = 6400 F R THE N RTH AR LINA DEPARTMENT F TRAN P RTATI N �� C��
K = � 2 p�0 2018 STANDARD SPECIFICATIONS !
PLANS LEI�GTH STRUCTURE PROJECT 8-5326 = 0.028 MI � ���
0 P.E.
2 1 D= 55 00 * TOTAL LEI�GTH PRO ECT B-5326 = 0.290 MI � SIGNATURE: � �
50 5 0 50 00 T 4 /o .I RIGHT OF WAY DATE. RONYELL A. THIGPEN, PE � �
V = 5 O M P H J U N E 2 2� Z O� � I'ROJECT ENGINEER ROAD WAY DESIG11t �
* _ o _ o E1�GI11tEER �°�e� ��
PROFILE (HORIZONTAL) (TTST —1 /o+ DUAL — 3 /o) � �� ��������°'
10 5 0 10 2p FUNC CLASS = LETTIIIIG DATE: HOLLY CHRISTENBURY, PE
MAJ O R C O LL E CTO R AP RI L 16, Z O� 9 PROJECT DESIGN ENGINEER
PROFILE (VERTICAL) SUBREGIONAL TIER P�E�
SIGNATURE:
BUFFER DRAWING
SHEET 1 OF 5
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BEGIN BRIDGE
-L - Sta. l6 �95.00
END APPROACH SLAB
-L - Sta. l8 �57.00
� TYPE III
N � 2'-6" C&G
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PE III
D ETAI L A
STANDARD 'V' DITCH
( Not to Scale)
Natural � Natural
Ground ?_� ,L.1 Ground
D
Min. D = 1 Ft.
FROM -L- STA 12 + 60 TO 12 + 70 LT
N
TYP� I I I \3' -5"P
� END BRIDGE
-L - Sto. l8 �45.00
DETAIL C
LATERAL BASE DITCH
( Not to Scale)
I �
Natural Fil I
Ground ?'7 p �j,'.� 1'ift• Slope
d
GEOTEXTILE B
Min. D = 1.0 R.
Max. d = 1.0 Ft.
*When B is < 6.0' 6= 2.0 Ft.
b = 2.0 Ft.
Type of Liner= Class I Rip-Rap
FROM -L- STA 18 + 65 TO 19 + 00 LT
+ �
BUFFER IMP.
D ETAI L K
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural � A.1 °e� Fill
Ground 3.� ��d'�� Slope
D
Min. D= 1.0 Ft.
20M -L- STA 10 + 66 TO + 12 + 60 LT
D ETAI L E
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
ot F�u
Natural 3•� �,�e< Slope
Ground `?•7 p F d
d
Geotextile Min. D= 1.0 Ft.
Type of Liner= Class I Rip-Rap Max. d= 1.0 Ft.
FROM -L- STA 20+30 TO 24+70 LT
DETAIL D
LATERAL 'V' DITCH
( Nof to Scale)
Natvral ''-- Fill
Ground p �, 1'iFt. Slope
d
Geotextile
Min. D= 1.0 Ft.
Max. d = 1.0 Ft.
Type of Liner= Class I Rip-Rap b= 2 Ft.
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URNE T T PICKE T T i& �' i
WIFE LORRI PICKET'T ;
FROM -L- STA 19+00 TO 20+30 LT
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� O P/ Sta l0 52.50 /�l $f0 /0 8/.l2 WHITE OAK ASSOCIAT��::
�O p= ll' 00' 44.9" ILTI p= 22' 0/' 29.8" (RTI p= ll' 00' 44.9" ILTI N.c� GENERAL PARTNER�
� D= 5% l7' 44.8" D= 5% l7' 44.8" D= 5% l7' 44.8" y sM ioo6 G 2655
� ��� �� � L= 19.22' L= 38.44' L= 19.22'
►ENERa� �SH�P T - 4' � �
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D ETAI L B
BANK STABILIZATION
� Not io Scale�
Top of Bank
Proposed Spill
Through Abutment Ny�/�
Geotextile
Existing Abutment � �
fype of Liner= Class 'll' Rip-Rap
3.5' (TYP.)
EXIST TOE
OF BANK
�(Y�FROM -L- STA 14+68 TO 14+75 LT FROM -L- STA.17+15 TO 17+55
`,j�, FROM -L- STA. 17+55 TO 18+55
���5'.P�, CURV E DAT A-T RA/L -
r� St �0+23 46 +
B U F F E R D RAW I N G PLANS PREPARED BY:
WSP USA
S H E ET 2 O F 5 434 FAYETTEVILLE STREET
SUITE 1500
RALEIGH� NC 27601
1L'L: 1.717.OJV.YVYV
FAX: 1.919.836.4099
LICENSE NO. F-0165
� D TI P PROJ ECT B-532 6
°° STA. 2 5� 5 9. 61
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PROJECT REFERENCE NO.
B-5326
RrW SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL J
DECK DRAIN DISSIPATOR PAD
( Not to Scale)
�
5'
DISSIPATOR PI-AN VIEW �
PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
GROUND
H- L -►{
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GEOTEXTILE
PRnFII F VIFW
L = 20 FT.
Type of Liner= 5 TONS CL B Rip-Rap
15 SY FF
20M -L- STA. 18 + 00 TO STA. 18 + 20 Rl
SPECIAL LATERAL 'V' DITCH
SEE DETAIL E
EST 208 TONS �
EST 293 SY OF GEO. �
DB 4765 PG T73 - 9.6 T =�9•46 T= 9.64 RIPRAP AT EMBANKMENT ��� �� � �% i � �
�u �nn� Q R= 100.00' R= 100.00' R= 100.00' S E E D ETAI L F I 4' PLANT lNG ST RI P ; ; �
G 2655
EST 20 TON$ +8�.93 � �
G I N TI P PROJ ECT B-5 2 6 __ _ �T�O SY OFj�t;� ENWAY � . •
� BANK STABILIZA ION �; 699 7- . �m i Q � - WOODS 15" �
POT DRl S. 0 s'?, ,� � woo�s �
� STANDARD 'V' DITCH �� SEE DETAIL B � ; 2��`' i � �
L- ✓ 1/�• 1 � 3 O.00 � SEE DETAIL Ao -L StO.13+65. 6 `�a EST 80 TONS � EV- � `-_- -_-_-___
b- _ S B RIPRAP LENGTH A= 30 Ft. � � EST 130 SY OF GEO. � LATERAL 2' BASE �CH �� - j � �� • LP
Q EST 5 TONS SLOPE= 3.0% ; ,y N SEE DETAIL C BSr � i � WILLIAM SAWYER
O� 0 �y '1' �y EST 12 SY GF LENGTH B= 25 Ft EST 17 7 NS � �__ %?AVEL , LARENCE SMITH DB 264 PC 765
� ^� ,y $;.OPE= 0.0%pOT -DR4-STA.lO+ . 0- �� EN CONSTRUCT/ON EST 23� oF E. � ; --''---__� o W�FE BRENDA SM�T I--- 6�966 PG �57
(Q �, �, �, D D E= 4 CY � II �'6O OO D D E = 7 C� • � � ��
- RAIL - POT Sto. . � I� P - R� Sto. ll +8/.5 W DB 485� PG 23 1 �'UOL � �- ��
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�0 � � CLA B RIPRA� l ., �y � I � POT RZ A. IO�'OO.00 �? S� ETA CD \T• �`` 60 �o•I °O � pE� 1 � I DECK II' ; G AVEL �
�� /� EST 2 NS �, '�•GR'1. -L S ��6f ���� � EST 41 T � c F i1 18" RCP-IV � �
0 EST 7 SY 'S' �y ES 58 SY OF G �' Av � ; �� � ��
� ` � S IAL LAT L'V' D�\ CLASS B RIPRAP + C SS B RAP � E= 23 CY `�� I � .-"�1 � i ��
V O ao2 � ✓S EST 2 TONS PT Sto� l4 48�34 EST TON � � �� � �
� 3O e2 SE E�QI\K�y � � EST 7 SY'�GF 'y �Y �Y� � ESyT SY GF �y � I �' ? i � �- � �
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i GRAVEL GRAVEL� � �� � q� Tt�NK � �17BOL T ' H SEE Df�IL J � � LANE TRANSITION � ��
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X- -, -X - ' X- C LP• �` �� SEE DETAIL B O � ALD �
� 96 CL � - x- _ X- k X- pNCT ST BRA ' / GIS SS • O x � HADDOCK i O
� 96' CL --�-�•-. P R � � EST 150 TON
�� GRAVEL � • � S E D B A S/ N � . t o l O f 7/ 4 8 EST 230 SY EO. � q T E R A L ' V' D I T C H M E L V W D S T A N C � L A N D � �
y � - � P OL G X . X72� �� f � � � � LATERAL 6' BASE T SEE DETAII H MIRANDA B. STANCIL : �BM�9T 7 PG 540 �
SEE DETAIL G i
, ♦ . Q� E S T 6 7 T O N S E S T 1 1 8 T O N S i
:c� � X a B E G/ N C O N S T R U C T/ O N EST 167 SY OF GEO. D B 1 41 4 6 P G 2 51 5 • -I i
2 � E S T 9 4 S Y O F G E O. DDE = 477 CY BM 20�0 PG 96� � �
�� ,�� O S5 w000s � -TRAIL- POT Sto. IOfGO.00 D R PRAP AT MBANKMENT SPECIAL LATERAL 'V' DITCH �
�, � � SEE DETAIL I
r CITY OF RALEIGH �„ �y EST 30 TONS EST 370 SY OF GEO � �+
� V � Pl'F(, StO.10+33 SEE DETAIL F � EST 262 TONS
� DB i3337 PG �4�6 POT -DR - .� Q ITY �F RALE�GH EST 50 SY OF GEO. L-PC StO� 57.7g
% BM i998 PC 9i2 _
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POT -DRI- Sto.10+9/.22 � � PG�St ��f13.82 POT -DR3-Sto. l+00. - so� wp x
S 54' S7' 07.1" W �.� ,�, �.� 6 -L - ST A. 20+52.46
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� ALLOWABLE IMPACTS ZONE 1 ' DETAIL F
RIP RAP AT EMBANKMENT
���� ALLOWABLE IMPACTS ZONE 2 1 Noi to Scole�
10'min.
Ditch � $„
Grade 1.0'mi� -
NWS
NOTE: ALL RADII ARE 10' UNLESS OTHERWISE NOTED GEOTEXTILE
SEE SHEET NO. 5 FOR -DET- PLAN AND PROFIL
Type of Liner= CL II Rip-Rap
SEE SHEET NO. 6 FOR -L- PROFILE
SEE SHEET NO. 6 FOR -TRAIL- PROFILE FROM -L- STA 17+50 TO »+bs RT
FROM -L- STA 17+97 TO 18+65 LT
-DR2- to. l+ . 7 / P . 10+00.00 DETAI L I
S 52' ' 5.0" W ,S '� . • g/g,4• E CURVE DATA -L- IRAYNOR RD.J SPECIAL LATERAL �v' DITCH �
DETAIL G DETAIL H P/ Sto l0+15J2 Pl St0 /2+99.74 P/ Sto 24+13.64 P/ Sto 25+42.00 �Noffo Scale)
LATERAL BASE DITCH LATERAL 'V' DITCH �-� QJ�� �.3.J' fLT I �_�3� 4�� �9.�p �LT i �= Z'Jr8' 36.3p iRT i �_��g 22.,3p iRT � F���
( Not to Scale) �°t Slo e
b ,"°"° S�°'e, D= 0° l6' 43.4" D= 4' 35' 0%2" D= 2' 39' S3.7" D= 5° 44' S6.4� Natural 3'• itet p
Natural �� L= 30.24' L= 298.64' L= ll1.70' L= 144.77� G r o u n d 3�, p F��
d
Groun ?�, p�,�� ,-�t. Sllope Natural 1 --- F;�� T= 15J2' T= 150.03' T= 55.86' T= 72.5/'
d Gro�nd d �� p 7'�t. Slope Geotextile
GEOTEXTILE B R= 20,555.87' R= 1,250.00' R= 2.150.00' R= 996.62� Max. d= 1.5 Ft:
Min. D= 1.0 Ft. DS - 5OI%Ip�l �S = 50mph Type of Liner= Class I Rip-Rap
Max. d= 1.0 Ft. Geotextile
*When B is < 6.0' B= 6.0 Ft. Max. d= 1.5 Ft. SE - "l'��� �L � `�'�O� ,,
FROM -L- STA 21 +00 TO 24 + 70 RT
Type of Liner- Class I Rip-Rap b= 2.0 Ft. Type of Liner= Class I Rip-Rap b- 2 Ft_ RO = SEE PLANS R� = SEE PLANS
FROM -L- STA 17 + 65 TO 18 + 50 RT FROM -L- STA 18 + 50 TO 21 + 00 RT FOR RO FOR RO
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� .; � � � ��� ti � � `'� � � �� SEE DETAIL I ;�
� CITY OF RALEIGH / � $EE DETAIL F � EST 262 TONS
� / V OB i3337 PG �4�6 � � EST 30 TONS EST 370 SY OF GEO
� � P� Sto. l0 +33 � -L -PC Sto. � +57.78
� � = POT -DR - I O ITY RALE�GH ,, EST 50 SY OF GEO. �S9 5
� �/ �� ; BM i998 PC 9i2 5r O " w �0�
N S62
os 12 24 PG �49 ;� �� N ;
� POT -DRI- Sto.10+91.22 ^ : • � PG�St � f13.82 � s� �� POT -DR3 -Sto. l +00 = _b • wo
� ��
�
� S 54' S7' 07.1" W +.� 6 -L - ST A. 2� +52.46
� � � T -DR2- to. l + . 7 / P .10+00.00
� _ �
. 7 � '
� ��� .� S 52' 4' S.0" W ,5 '� • g/g,4• E CURVE DATA -L- IRAYNOR RD.J SPECIALDLATERAIL �v' DITCH �
� DETAIL G P/ Sto l0+15J2 P/ Sto /2+99.74 P/ Sto 24+13.64 P/ Sto 25+42.00 �Noffo Scale)
� � ALLOWABLE IMPACTS ZONE 1 DETAIL F_ DETAIL H
z LATERAL BASE DITCH F���
� RIP RAP AT EMBANKMENT ( Not to Scale) LATERAL 'V' DITCH �-� 05� �.3�' fLT I �_�� 4�� �9.�p �L l �= Z 58' 36.3p �RT i �_��g 22.,3p iRT � at
�� ( Noi to Scole) ( Not to Scale) _ _ _ = Natural 3�� i,�e Slo e
��� , � � � A L L O W A B L E I M P A C T S Z O N E 2 b D 0' l6' 43.4" D 4' 35' 0%2" D 2' 39' S3.7" D 5° 44' S6.4� G r o u n d 3�, F�� ` p
,o'm�n. L= 30.24' L= 2 9 8. 64' L= ll1.70' L= 144.77' d °
{f}{�{fl Natural -�-- Fill
� fPr 18�� Groun ?•) 1 7��t_ Natural "'-- Fill - � _ � - � - �
w�w o,t�h ,.o'min. d D`L' Slope Groond ?� o�� ,-�t. S,o e T- 15J2 T /50.03 T- 55.86 T- 72.5/
��� Grade � NWS d p R= 20,555.87' R= 1,250.00' R= 2.150.00' R= gg6.62, Geotextile Min. D= 1.5 Ft.
�EAQ - GEOTEXTILE g
��� NOTE: ALL RADII ARE 10' UNLESS OTHERWISE NOTED Min. D= 1.0 Ft. DS - 5OI%�p�l DS = 50mph Type of Liner= Class I Rip-Rap Max. d= 1.5 Ft.
GEOTEXTILE Max. d= 1.0 Ft. Geotextile Min. D= 1.5 Ft. � e
��c� SEE SHEET NO. 5 FOR -DET- PLAN AND PROFIL *When B;5 < 6.0' 6= 6.0 Ft. Max. d= 1.5 F,. SE = 4.0% SE = 4.0� „ FROM -L- STA 21+00 TO 24+�o RT
��� SEE SHEET NO. 6 FOR -L- PROFILE Type of Liner= CL II Rip-Rap Type of Liner- Class I Rip-Rap b= 2.0 Ft. Type of Liner= Class I Rip-Rap b- 2 Ft_ RO = SEE PLANS R� = SEE PLANS
EAEA f9
��� SEE SHEET NO. 6 FOR -TRAIL- PROFILE FROM -L- STA 17+50 TO 17+65 RT FROM -L- STA 17+65 TO 18+50 RT FROM -L- STA 18+50 TO 21+00 RT FOR RO FOR RO
E�rH�H� FROM -L- STA 17+97 TO 18+65 LT
PE III
D ETAI L A
STANDARD 'V' DITCH
( Not to Scale)
Natural � Natural
Ground ?_� ,L.1 Ground
D
Min. D = 1 Ft.
DETAIL C
LATERAL BASE DITCH
( Not to Scale)
I �
Natural Fil I
Ground ?'7 p �j,'.� 1'ift• Slope
d
GEOTEXTILE B
Min. D = 1.0 R.
Max. d = 1.0 Ft.
*When B is < 6.0' 6= 2.0 Ft.
b = 2 0 Ft
BUFFER IMPACT
D ETAI L K
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural � 1 °� � Fill
Ground 3.� ��d'��e Slope
D
Min. D= 1.0 Ft.
OM -L- STA 10 + 66 TO + 12 + 60 LT
D ETAI L E
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
ot F�u
Natural 3•� �,�e< Slope
Ground `?•7 p F d
d
Geotextile Min. D= 1.0 Ft.
Type of Liner= Class I Rip-Rap Max. d= 1.0 Ft.
FROM -L- STA 20+30 TO 24+70 LT
DETAIL D
LATERAL 'V' DITCH
( Nof to Scale)
Natvral ''-- Fill
Ground p �, 1'iFt. Slope
d
Geotextile
Min. D= 1.0 Ft.
Max. d = 1.0 Ft.
B U F F E R D RAW I N G PLANS PREPARED BY:
WSP USA
S H E ET 3 O F 5 434 FAYETTEVILLE STREET
SUITE 1500
TELE191�}.836.40401
FAX: 1.919.836.4099
LICENSE NO. F-0165
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PROJECT REFERENCE NO. SHEET NO.
B-5326 4
RrW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
� �• . v , .a --- - - � . ,.._, � �\ • �
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ti
T PIC Te� i i m �z � ' 0F yTR � R o N: 698, +-
` WI P m� I, �e �� �O E: 2,134v7r" GEOTEXTILE ��,
O _ / ae ri r�i. ?n� PRnFIIF VIFW
T e of Liner= Class I Ri Ra T b= 2 Ft. � � � f � ' � T�� L- 20 FT.
FROM -L- STA 12 + 60 TO 12 + 70 LT � � YP P- P ype of liner= Class I Rip-Rap QB , q � � �: ... ,0 � � , � � F R
� � " � • • . ' � � zme �/ � �P � 2' Type of Liner= 5 TONS CL B Rip-Rap
(Q�FROM -L- STA 14+68 TO 14+75 LT FROM -L- STA.17+15 TO 17+55 FROM -L- STA 18+65 TO 19+00 LT FROM -L- STA 19+00 TO 20+30 LT BM Ig7 �'i � �
• 15 SY FF
FROM -L- STA. 17+55 TO ,8+55 E N G RAD E - Sn , ����' 'ST�N Ri FROM -L- STA. 18+00 TO STA. 18+20 RT.
��S'.P CURVE DATA -TRA/L - � _ _ ► � 3 fa w �.
. .b � �
`r� rl Sto 10+23.46 P/ Sto /0+52.50 P/ Sto 10+8/.l2 � WHITE OAK ASS�CIdT��. /� , ��; � �� E,F
�O> p= ll' 00' 44.9" fLTI Q= 22' 0/' 29.8" (RTI p= ll' 00' 44.9" ILTI N.c� GENERAL PARTNER4; ,-L- ST/y. 2 4. + 7 . � ', ���' ' � SPECIAL LATERAL �v' DITCH �
D= 5% l7' 44.g' D= 5% l7' 44.8" D= 5% l7' 44.8" y sM ioo6 Pc 265� SEE DETAIL E
Y[�� � L ��� ,, k_\ L= 19.22' L= 38.44' L= 19.22' �� � EST 208 TONS �
N.�z G E N E R a� N EST 293 SY OF GEO.
SS B 47fj5 PC �73 ��\ T- 9.G4� T = I9.4E� T = 9.64� RIPRAP AT EMBANKMENT � I �.•. --��� w�-� - ' I �
SEE DETAIL F � P�A TI TRIP � �
\� B Z o n s P c z��� R= 1 0 0. 0 0' R- 1 0 0. 0 0' R- I O O.O O� E S T 2 0 T O N S � { � ;; y �,
> �TT�O SY OF � ENWAr I BMtt +81.93 � � . ,5��
GIN TIP PROJECT B-5 26 �� - � -� �
POT -DRI- S. � BANK STABILIZATION , y; 69 ,7 7� �m i � i WO DS �D ' 9 LZ '
STANDARD 'V' DITCH �� SEE DETAIL B � y a 2.1' � i � i ' � �
� ',' � SEE DETAIL A -L StO.13+65. 6 `�a � EST 80 TONS �, � ��/- � � ' ' ' �•
�!�, .. ., J
�-L- T 1�� � O OO � S B RIPRAP LENGTH A- 30 Ft. ' � ,r2i- EST 130 SY OF GEO. � LATERAL 2' BASE V�2i'fCH ' � '• � II • -' z>> 9��-�R -
• • EST 5 TONS SLOPE- 3.0% �
�Y v I SEE DETAIL C B T •I. �__W IAM SAWYER
�� � �� ; EN CONST RUCT lON - �- - _ � � � ARE E s ��
� 0 �y 'Y �y EST 12 SY GF LENGTH B= 25 Ft ' E T 17 T NS N I � AVE� _ = E E SM�T I- -- B 966 PG I
�pY � � DDEPE 4 CY/�POT -DR4-STA.lO+ . O� ,�, _ E�T �3� OF E . ,� � -- � p .���T
4� � T 0\ � � � �' -L S.�o. l5 +4 p - RAIL POT q Sto. ll +60.00 D D E = 7 C� / m �� p - R� Sto. ll +8/.5 w ; � ' ,
� o , � � N 6U' 19.4 E h Sz ti� 4 � Pc � � Pao� � '--
�i � 1 • � �11� 66 PCi ��J � �_'-- -� � 14 � ti
o EXl C&G �. '� v' , N 09' 10.5 �
rno .. � ' .
J
o � � � � � ° POT - R2- A.10+00.00= � �\ �� s , ` oECK 1 � , �� � oECK � � vE� �
� � i PROPOSED.
• O "` e
v� �O C LA B R I P RA� ) �, �y � LAT E R/�� ' C H. B � 60 0' ao � �-' J,,, �
� � EST 2 NS �, �yGR�. � �., �' EST DETAI�� �, � ��', N � II � i
-L S �6f � �� � q 18" RCP-IV ti
O EST 7 SY '�' �y ' ' � EST 58 SY OF G � �
/ � � ,, \ CLASS B RIPRAP C SS B RAP � ' �� I �; . m � ��
S IAL LAT L V Dt�CI-�' � EST 2 TONS PT Sto. 14+48�34 EST TON � DDE = 23 CY i � ti i �
�/ t O ao2 3 e2 SE E�QIL\K�y �, s\ EST 7 SY'�GF 'y � � � ,�, ESyT SY GF �y � ii J � ', iti � �- � �� � i'
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.
' ' � � �� � BANK STABILI _10
x I
96' CL � X --SC- ---x------- ----k-----� CAT \� � LP� `�� �- S. . SEE DETAIL B�., � � ti O i
� �� � �
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� �' � . :. / v , �: /99'� .� , i O
96' CL - . ���-�•-• STORA � P R �� �z49 x � °• EST 150 TONS � ` '
� SED BAS/N B� X.• • _2" . tO. IOfTI.48 EST 230 SY OF GEO. SETEDETAIL DITCH `�N N . STANCIL A D �2 ;
� � - GRAVE pEA� �.._�� � 'S � LATERAL 6' BASE D�TCH E H
�'' � _. � . . . �,- • ' � � � A B� STANCIL : � � � 54�
� y� POL • �G � SEE DETAII G EST 118 TON$ � �
�� � �' 'e BEG/N CONSTRUCTION EST 67 TONS EST 167 SY OF GEO. I ' B 4�46 PG 25�5 � /0e2 ,^--I �
�� � 2a EST 94 SY OF GEO°. DDE = 477 CY B 2010 PG 96� �-�''� £bZ i
�, „` 5 y _ _ + DDE = 54 CY � SPECIAL LATERAL 'V' DITCH ,.. � ' ,
�' � O � • a� WOODS
BEGIN BRIDGE
-L - Sta. l6 �95.00
END APPROACH SLAB
-L - Sta. l8 �57.00
TYPE III
� N 2'-6" C&G
�
�
�
I N
TYP I I I 3' -5"PS
END BRIDGE
-L - Sto. l8 �45.00
DETAIL J
DECK DRAIN DISSIPATOR PAD
( Not to Scale)
�
DISSIPATOR PI-AN VIEW �
PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
GROUND
F'- � -"I
RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT � 2� � 2� � Z� � 2� � 2� � Z� � 2� � 2�
ft ft ft ft ft ft ft ft
1 -L- 12+24 to 15+83 LT X 775 4372 5147
-L- 16+60 to 16+95 RT 576 1255 1831
-L- 16+94 to 16+95 LT Road Fill and Clearing X 15 15
-L- 18+45 to 18+99 LT 1746 1416 3162
-L- 16+95 to 17+27 RT 1121 1121
-L- 16+95 to 17+67 LT gridge Fill and Clearing X 2316 1273 3589
-L- 17+37 to 18+19 RT 2352 1473 3825
-L- 17+73 to 18+45 LT 1016 1016
TOTALS": 9127 5432 14559 775 4372 5147 0 0
NOTES:
"Bridge Fill vs. Road Fill determind by begin end bridge station."
2015 Feb
Rev.Jan 2009