HomeMy WebLinkAboutP_Site Plan_Sikh_Temple_170914_v1SE1/4, SE1/4 SEC. 31, TWR 23 N, RGE. 5 E., W. M.
TEMPORARY BENCHMARK * KC TAX PARCEL N01'00'32nE 10.00
SET PK NAIL W/TAG 312305-9096 LOT 1
"CORE CONTROL" REN TON SP 068-87
ELEV=144.32 FEET
N8826'27"W 240.25 N8826'27"W 837.20
I CONSTRUCTION ENTRANCE TO TIE INTO
f EX. PA 0SUENT ON SITE.
P �
TEMPORARY BENCHMARK
o o SET PK NAIL W/TAG "CORE CONTROL„
STAB/LIZED CONSTRUCTION ENTRANCE E L E V=16 5.6 0 FEET
I o 0 o SEE DE TAIL THIS SHEET.
30' so, y KC TAX PARCEL
312305-9075
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N. LINE OF THE SOUTH 525 FEET 24 23 22 WALL CROSSES—' 21 20
OF THE SE 1/4 OF SEC. 31235 PROPERTY '_INE WALL CROSSES
PROP RTY LINE
TRACT A
I
GENEVA COURT PLA T
REC. NO. 200302 i 4002494
/ OAD
EXISTING R
R = 25' MIN.
INSTALL DRI VEWA Y CUL VERT /F
THERE /S A ROADS/DE DITCH
PRESENT AS PER KING COUNTY
ROAD STANDARDS
4"-8" QUARRY SPALLS
GEOTEXT/LE.-
GRAB TENS/LE STRENGTH = 200PS/ M/N.
GRAB TENS/LE ELONGATION = 309 MAX
MULLEN BURST STRENGTH = 400 PS/ M/N.
AOS = 20-45(U.S. STANDARD SIEVE S/ZE)
150pE FDPROS
WIDTH OS/EGRESS
E
12" MIN. THICKNESS I AREA
STABILIZED CONSTRUCT/ON ENTRANCE
NO SCALE
4'HIGH VIS/B/L/TY ORANGE
CONSTRUCT/ON FENCE WITH
F/L TER FABRIC, WHERE SHOWN
ON PLAN.
JOIN TS /N F/L TER FABR/C SHALL
BE SPL/CED AT POSTS. USE
STAPLES, WIRE RINGS, OR
E00VALENT TO ATTACH FABR/C
TO POSTS.
2"x2" BY 14 GA. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC /S USED.
F/L TER FABRIC
6' MAX. I MIN/MUM 4"x4" TRENCH
Li POST SPACING MAYBE SACKF/LL TRENCH WITH NATIVE
INCREASED TO 8 /F WIRE SOIL OR 3/4"1.5" WASHED
BACK/NG /S USED GRA VEL
NOTE. F/L TER FABR/C FENCES STEEL Ff _Wf POSTS, REBAR, OR
SHALL BE INSTALLED ALONG EQUIVALENT
CONTOUR WHENEVER POSS/BLE
F/L TER FABRIC FENCE
NO SCALE
►i
SCALE: 1" = 20'
0 10 20 40
CONSTRUCTION SEQUENC/NG SHALL FOLLOW THE APPROVE -D U/T/GAT/ON REPORT PREPARED
BY KR/PPNER CONSUL T/NG, LLC AND DATED SEPTEMBER 2017 A COPY OF THIS U/7GA 7ON
REPORT AND THESE CONSTRUCT/ON PLANS MUST BE KEPT ON SITE AT ALL 7UES FOR
REFERENCE, INSTRUCTION AND COMPLIANCE.
1, Install construction fencing along boundary of reduced wetland and stream
buffer. Reduced wetland buffer is 56.25 feet, Reduced stream buffer is 37.5
feet
, Remove gravel fill and other garbage and debris including concrete slabs and
imported rocks from protected buffer and wetland areas. This work may be
completed with ars excavator.
3. As instructed by the project biologist, remove non-native plants including
Himalayan blackberry and the root mass of any Bohemian knotweed. Haut
Bohemian knotweed to landfill for disposal. This work may he completed
with an excavator. Protect native trees growing near the streani, being
careful to leave their root systeins undisturbed.
4. As instructed by the project engineer and project. biologist, re -contour
vertical or steep -sided stream banks: to make the bank slope more gradua:L
and stable, approximate 3:1 slopes. Protect native trees growing near the
stream, tieing careful to leave their root systems undisturbed. Excavator��-}
s tav on north sld a of stream.
5. Use excess native soil from stream re -contouring to fill in any holes created
Frons removing Bohemian knotweed root niasses.
6. Use compost to rejuvenate soils, where needed, and mix compost into the
native soil.
7, Stabilize slope areas with jut matting nearthe stream near the tipper end of
the project, if needed.
8. Cover exposed soils with at least 3 inches of wood chip mulch in areas to be
planted with trees and shrubs.
9. Cover exposed sails with weed free straw and native grass-forb seed mix in
meadow areas as shown in Figure 3.
10. Install dative shrubs and trees in any wetiand areas where invasive plants
were removed. The extent of this area is estimated in Figure 3.
11. Install native trees and shrubs in tree/shrub planting areas within the buffer
as shomi in Pigure3.
12. Install a split -rail fence to mark the buffer edge. An Ecology concrete block
wall may also be installed, set backfro m the fence and outer edge of the
buffer, oLrtside of the reduced wetland and stream buffer to prevent vehicle
access into any buffer areas.
CONSTRUCT/ON SEQUENCING
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PROJECT NUMBER
16174
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PROJECT NUMBER
16174
L7
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CB #8024, TYPE I
RIM EL=135.57
12"CPEP(E)IE=131.45
12"CPEP(S)IE=131.42
� OHP �
OHP 30.00
OHT��pp�OH--
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8/-0/I
PROPOSED NEW SPLIT RAIL FENCE
TO BE L OCA TED ON THE BUFFER LINES.
KC TAX PARCEL
312305-9075
OF THE SE 1/4 OF SEC. 31235.
i
GENEVA COURT PLAT
REC. N0. 20030224002494
I
Sensitive Area Signs Per
City of Renton Standards
SPLIT -RAIL FENCE WITH SENSITIVE AREA SIGNS
Chamber Top of
Past 45 Degrees
To A Depth of 1"
On All Four Sides
Attach Pre -Printed
Metal Sign To Post
With Two 5/8"
Dia. Galvanized
Carriage Bolts
SE114 SEC. 31, TWR 23 N, RGE. 5 E., W. M.
NOTES:
TEMPORARY BENCHMARK
SET PK NAIL W/TAG "CORE CONTROL"
ELEV=165.60 FEET
THIS INTERFACE LINE lS APPROXIMA TE AND MUST BE VISUAL Y INSPECTED
& FIELD VERIFIED BY WETLAND BIOLOGIST.
ONCE PRE VIOUSL Y IMPORTED GRA VEL/FILL lS NO LONGER ENCOUNTERED
EXCA VA TION /S COMPLETE.
1) THE DEPTH OF MATERIAL TO BE REMOVED FROM THE
GRAVEL FILL REMOVAL AREA VARIES FROM 3" IN SOME
AREAS TO 12" IN OTHERS. ONL Y THE IMPORTED GRA VEL
AND FILL DIRT NEEDS TO BE EXCA VA TED. ONCE NA TIVE
SOILS ARE ENCOUNTERED, THE DEPTH OF EXCAVATION
/S COMPLETE. THE GOAL /5 TO RESTORE THIS AREA TO
ITS NA 7IRA L, PRE—GRA VEL ELEVA AONS. IF NEEDED,
THE PROJECT BIOLOGIST OR A SOILS ENGINEER CAN BE
PRESENT ON—SITE TO ASSIST WITH RECOGNIZING THE
PROPER DEPTH!
DEPTHS OF GRA VEL/FILL TO BE REMOVED A T EACH TEST
PIT WERE AS FOLLOWS-
TPT 1 = 12"
TPT 2 = 3"
TPT 3 = 3"
TPT 4 = 4"
TPT 5 = 12"
2) CAUTION MUST BE APPLIED TO PROTECT THE NATIVE
TREES GROWING NEAR THE STREAM AND TO LEAVE THEIR
ROOT SYSTEMS UNDISTURBED. DURING CONSTRLIC110N
AC11WTES TO RECONTOUR THE VERTICAL OR STEEP SIDE
SLOPES OF THE STREAM BANKS, OR ACTIVITES TO
REMOVE INVASIVES, LIMIT USE OF LARGE MACHINERY OR
EXCA VA TORS WHERE NECESSARY AND HAND CLEAR.
QUANTITIES:
PARCEL SIZE- 6.17 ACRES
WORK AREA: 21,689 SQUARE FEET
GRAVEL /SOIL REMOVAL: 1225 C
GRAVEL AND SOIL DESTINATION /5 TO REMAIN ON SITE
AND PLACED OUTSIDE OF THE CRITICAL AREA BUFFER
AREAS WHERE OVERFLOW PARKING CURREN7L Y EXISTS.
INVASIVE PLANT REMOVAL AREA
I
PROPERTY�UNF
LOT 1
REN TON SP 068
WALL CROSSES
`POP RTY LINE
-EDGE OF
LANDSCAPING
CONSTRUCTION SEQUENCING SHALL FOLLOW THE APPROVED MIAGAAON REPORT PREPARED
BY KRIPPNER CONSUL TING, LLC AND DA TED SEPTEMBER 2017 A COPY OF THIS MITIGATION
REPORT AND THESE CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIMES FOR
REFERENCE, INSTRUCTION AND COMPLIANCE.
1. Install constructiou fencing along boundary of reduced wetland and stream
buffer. Reduced wetland buffer is 56.2 5 feet. Reduced stream buffer is 37.5
feet.
2.. Remove gravel fill and other garbage and debris including concrete slabs and
inipor-ted rocks frorn protected buffer and wetland areas. This work may be
completed with an excavator.
3. As instr acted by the project biologist, ramove non-native plants including
Himalayan blackberry and the root mass of any 13ohem!an knotweed, FlauI
Bohernian knotweed to landfill for disposal. This work may be completed
with an excavator-. Protect native trees growing near the stream, being
careful to leave their root systems undisturbed.
4. As instructed by the project engineer and praiect biologist, re -contour
vertical or steep -sided stream banks to make the bank slope more gradual
and stable, approximate 3:1 slopes. Protect native trees growing rear the
strearn, tieing careful. to leave their root systems undisturbed. Excavator will
stay on north side of stream.
5. Use excess native soil frorn stream r•e-co ntouring to #ill in any holes created
franc removing Bohern ian knetweed root masses.
6. Use canipost to rejuvenate soilsr where needed, and in ix compost into the
native soil.
7. Stabilize slope areas with jut matting Clear the stream near the upper end of
the project, if needed.
8. Cover exposed soils with at least 3 hicbes of wood chip mulch in areas to be
planted witli trees and shrubs.
9. Cover exposed soils with weed free straw and native grass -fort seed calix hi
meadow areas as shown in Figure 3.
18, Install native shrubs and trees in any wetland areas where invasive plants
were removed. The extent of this area is estimated in Figure 3.
11. Install native trees and shrubs in tree/shrub planting areas within the buffer
as sbown in Figure 3.
12, install a split -rail fence to nark the btitffer edge. An Ecology concrete block
wall in;ayr also be installed, set back froni the fence and outer edge of the
buffer. outside of the reduced wetland and stream buffer to prevent vehicle
access into any b u ffer :areas.
CONSTRUCT/ON SEQUENCING
SCALE:
THE PLANTING SCHEDULE BELOW /S REFERENCED FROM THE APPROVED MITIGATION REPORT
PREPARED BY KRIPPNER CONSUL 11NG, LLC AND DATED SEPTEMBER 2017 FURTHER
INSTALLATION AND PLANTING REQUIREMENTS ARE PRESENTED IN THE REPORT AND MUST BE
KEPT ON SITE AT ALL HUES FOR REFERENCE, INSTRUCTION AND COMPLIANCE.
Common Name
Scientific Name
Size
Quantity
Tree lirub PI@ntings
�&retland
BLlffer
Total
Vine mapbe
Acer Qrr m
12-15"
t5a
50
50
Douglas haMhorn
qmolq�m wg�nr
16-36"
N
R
50
50
Oregon ash
Win_ k Vfq)
36-'+
1 u
I 40
50
Ocean spray
Up0jtgM drscolor
18-36"
�
50
50
Black twinberry
Ler7rceraiA491ygR
36"+
10
40
50
Tall Oregon gfape
Mahonifl r_n
12-16"
h
04
100
100
mkuu
QqMWc,.�gmg
13-36"
50
50
Noatka rose
Rosa ayk� p
12-13"
fio0
100
Salmonberry
ROM wwW
13-36"
6C1
50
8itka willo%w
salfx §Maq,�
18-36"
54
�
5o
Red elderbefry
it k
large
5u
50
8nowberry
18-36
100
100
Totals
W
7 u%
680
750
Meadow seed mix
Percentage
I.bs
Yarrow
AchrVea q&iq&Wi M
15
j 0 6
Pearly everlastingA��
�r�,�r �
10
04
Common camas
�,N "I, fib-
14
0 4
Tufted hairgrass
P, �c_MM +„ 0Awt9" .
25
0.9
Idaho fescue
rAftwwk
25
0.9
Large -leaved lupine
wkwx*RWO
1 15
0.6
PLANT/NG SCHEDULE
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PROJECT
NUMBER
16174
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CB #8024, TYPE I�
RIM EL=135.57
12"CPEP(E)IE131.45
12"CPEP(S)IE-131.42
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TEMPORARY BENCHMARK
SET PK NAIL W/TAG
"CORE CONTROL"
ELEV=144.32 FEET
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SIX TPT
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N01'00'32"E 10.00
KC TAX PARCEL LOT 1
.312305-9096 RENTON SP 068-87
N88'26'27"W 240.25 N88'26'27"W 837.20
TEMPORARY BENCHMARK
SET PK NAIL W/TAG "CORE CONTROL"
ELEV=165.60 FEET
KC TAX PARCEL
312305-9075
PROPOSED NEW SPLIT RAIL FENCE
TO BE L OCA TED ON THE BUFFER LINES.
\ G AVEL
I
\ I
\ TEST PIT IDE Al I T�1 TION AND - _ \ AND LOC�(TION (TNP� I
/ I \ Pt 1 _
T-�I � I - - -
C2 C�A.ZA PEOT 2
�'� '' \� \ V'�� ��� 'SCO,+ \ 37.5' TREAM BER \
0 TQ� \ 1 \
Li
0 0 �-'��__� \ EDGE OF
o moo; ___ ��- -- >_ �� -� LAN[�SCAPING
/ i
G �� F ND�1��,E�AR W�-TI�CAP / \
RETAINVIG WALL %YP) WALL CUSSES P ,/PERT/` SNE
i P
. " W f _� /LS2�2338�3e965
fw88 26 27 k 764.04 , � /� J � /
T
LN LINE OF THE SOUTH 525 FEET 24
OF THE SE 1/4 OF SEC. 31235 .
TRACT A
I
GENEVA COURT PLAT
REC. NO� 200-30224002494 4 I
EX/ST/NG GRADE
PROPOSED FIN/SHED GRADE
0+00
0+50
1+00
140 140
1+25
H T
11H 11H �p
5' vBF
23 22 WALL CKSSES 21 20
PF,,,-,,EEF, LINE WALL I CROSSES L 18
PROP RTY LINE
QUANTITIES:
PARCEL SIZE- 6.17 ACRES
WORK AREA: 21,689 SQUARE FEET
GRA VEL / SO/L REMOVAL: 1,225 C
GRA VEL AND SO/L DEST/NAT/ON /S TO REMAIN ON S/TE
AND PLACED OUTS/DE OF THE CRITICAL AREA BUFFER
AREAS WHERE OVERFLOW PARK/NG CURRENTL Y EX/STS.
EX/ST/NG GRADE
Ile) PROPOSED FIN/SHED GRADE
0+00
0+50
140
1+00 1+25
NOTES:
THE DEPTH OF MATER/AL TO BE REMOVED FROM THE
GRA VEL FILL REMOVAL AREA VARIES FROM 3" IN SOME
AREAS TO 12" IN OTHERS. ONL Y THE IMPORTED GRA VEL
AND F/LL DIRT NEEDS TO BE EXCA VA TED. ONCE NA T/VE
SOILS ARE ENCOUNTERED, THE DEPTH OF EXCA VA TION
lS COMPLETE. THE GOAL /S TO RESTORE THIS AREA TO
/TS NA 17/RAL, PRE -GRA VEL ELEVA TIONS. IF NEEDED,
THE PROJECT B/OLOG/ST OR A SO/LS ENG/NEER CAN BE
PRESENT ON-SITE TO ASS/ST WITH RECOGNIZING THE
PROPER DEPTH.
DEPTHS OF GRA VEL/FILL TO BE REMOVED A T EACH TEST
PIT WERE AS FOLLOWS:•
TPT I = 12"
TPT 2 = 3"
TPT 3 = 3"
TPT 4 = 4"
TPT 5 = 12"
2) CAUT/ON MUST SE APPL/ED TO PROTECT THE NA 77 VE
TREES GROWING NEAR THE STREAM AND TO LEA VE THEIR
ROOT SYSTEMS UNDISTURBED. DURINGCONSTRUCTION
ACT/V/TES TO RECONTOUR THE VERT/CAL OR STEEP SIDE
SLOPES OF THE STREAM BANKS, OR ACT/V/TES TO
REMOVE INVAS/VES, L/U/T USE OF LARGE MACH/NERY OR
EXCAVATORS WHERE NECESSARY AND HAND CLEAR.
NEAR VERTICAL SIDE SLOPES TO BE
CUT BACK TO 3H.• I V WHERE POSS/BLE.
AVOID DISTURBANCE OF EX. ROOT
SYSTEMS AND TREES.
EX. DEPTH 1� TSP' -
=I TO REMAIN
;III,;,
EX. WIDTH
r TO REMAIN '
SECT/ON C
NOT TO SCALE
N
SCALE: 1" = 20'
0 10 20 40
CONSTRUCT/ON SEQUENCING SHALL FOLLOW THE APPROVED MITIGATION REPORT PREPARED
BY KR/PPNER CONSUL TING, LLC AND DATED SEPTEMBER 2017 A COPY OF THIS MIT/GAT/ON
REPORT AND THESE CONSTRUCT/ON PLANS MUST SE KEPT ON SITE AT ALL TIMES FOR
REFERENCE, INSTRUCT/ON AND COMPLIANCE.
1. Install construction fencing along boundary of reduced wvetland and strum
buffer. Reduced wetland buffer is 56.25 feet. Reduced stream buffer is 37.5
fe-eL
2. Remove gravel fill and other garbage and debris including concrete slabs and
imported rocks from protected buffer and wetland areas. This work in ay be
completed with an excavator.
3. As instructed by the project biologist. remove non-native plants including
Himalayan blackberry and the root mass of any Bohemian knotuveed. Haul
Bohemian knotwveed to landfill for disposal. This work may be ccnip leted
with an excavate r. Protect native trees growing near the stream, being
careful to leave their root systems undisturbed.
4. As instructed by the project engineer and project biologist, re -contour
vertical or steep -sided streain banks to make the bank slope more gradual
and stable, approximate 3:1 slopes. Protect native trees growing near the
streann, being careful to leave their root systems undisturbed. Excavator will
stay on north side of stream.
5. Use excess native soil from stream re -contouring to fill in any holes created
from removing Bohern ian knoteed root masses.
6. Use compost to rejuvenate Soils, where needed and rnix compost into the
native soil.
7. Stabilize slope areas with jut matting near the stream near the upper end of
the project, If needed.
8. Cover exposed soils with at least 3 inches of wood chip mulch in areas to be
planted with trees and shrubs.
9. Cover exposed soils with weed free straw and native grass-forb seed rydxln
meadow areas as shown in Figure 3.
10. Install native shrubs and trees in any wet] and areas where invasive pIants
were removed. The extent of this area is estimated in Figure 3.
11. Install native trees and shrubs in tree/shrub plariting areas within the buffer
asshow+vn in Figura- 3.
12. Install a split -rail fence to niark the buffer edge. An Ecology concrete block
wall may also ire installed, set back from the fence and outer edge of the
buffer, outside of the reduced wetland and stream buffer to prevent vehicle
access into any buffer areas.
•
d,�y
N
. �
oma;• y
10
z
SEC TFON
B
�
0'
HOR/Z. SCALE-
I"=20'
w
VERT. SCALE-
1`5'
N
a�
0+00
0+50
140
1+00 1+25
NOTES:
THE DEPTH OF MATER/AL TO BE REMOVED FROM THE
GRA VEL FILL REMOVAL AREA VARIES FROM 3" IN SOME
AREAS TO 12" IN OTHERS. ONL Y THE IMPORTED GRA VEL
AND F/LL DIRT NEEDS TO BE EXCA VA TED. ONCE NA T/VE
SOILS ARE ENCOUNTERED, THE DEPTH OF EXCA VA TION
lS COMPLETE. THE GOAL /S TO RESTORE THIS AREA TO
/TS NA 17/RAL, PRE -GRA VEL ELEVA TIONS. IF NEEDED,
THE PROJECT B/OLOG/ST OR A SO/LS ENG/NEER CAN BE
PRESENT ON-SITE TO ASS/ST WITH RECOGNIZING THE
PROPER DEPTH.
DEPTHS OF GRA VEL/FILL TO BE REMOVED A T EACH TEST
PIT WERE AS FOLLOWS:•
TPT I = 12"
TPT 2 = 3"
TPT 3 = 3"
TPT 4 = 4"
TPT 5 = 12"
2) CAUT/ON MUST SE APPL/ED TO PROTECT THE NA 77 VE
TREES GROWING NEAR THE STREAM AND TO LEA VE THEIR
ROOT SYSTEMS UNDISTURBED. DURINGCONSTRUCTION
ACT/V/TES TO RECONTOUR THE VERT/CAL OR STEEP SIDE
SLOPES OF THE STREAM BANKS, OR ACT/V/TES TO
REMOVE INVAS/VES, L/U/T USE OF LARGE MACH/NERY OR
EXCAVATORS WHERE NECESSARY AND HAND CLEAR.
NEAR VERTICAL SIDE SLOPES TO BE
CUT BACK TO 3H.• I V WHERE POSS/BLE.
AVOID DISTURBANCE OF EX. ROOT
SYSTEMS AND TREES.
EX. DEPTH 1� TSP' -
=I TO REMAIN
;III,;,
EX. WIDTH
r TO REMAIN '
SECT/ON C
NOT TO SCALE
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SCALE: 1" = 20'
0 10 20 40
CONSTRUCT/ON SEQUENCING SHALL FOLLOW THE APPROVED MITIGATION REPORT PREPARED
BY KR/PPNER CONSUL TING, LLC AND DATED SEPTEMBER 2017 A COPY OF THIS MIT/GAT/ON
REPORT AND THESE CONSTRUCT/ON PLANS MUST SE KEPT ON SITE AT ALL TIMES FOR
REFERENCE, INSTRUCT/ON AND COMPLIANCE.
1. Install construction fencing along boundary of reduced wvetland and strum
buffer. Reduced wetland buffer is 56.25 feet. Reduced stream buffer is 37.5
fe-eL
2. Remove gravel fill and other garbage and debris including concrete slabs and
imported rocks from protected buffer and wetland areas. This work in ay be
completed with an excavator.
3. As instructed by the project biologist. remove non-native plants including
Himalayan blackberry and the root mass of any Bohemian knotuveed. Haul
Bohemian knotwveed to landfill for disposal. This work may be ccnip leted
with an excavate r. Protect native trees growing near the stream, being
careful to leave their root systems undisturbed.
4. As instructed by the project engineer and project biologist, re -contour
vertical or steep -sided streain banks to make the bank slope more gradual
and stable, approximate 3:1 slopes. Protect native trees growing near the
streann, being careful to leave their root systems undisturbed. Excavator will
stay on north side of stream.
5. Use excess native soil from stream re -contouring to fill in any holes created
from removing Bohern ian knoteed root masses.
6. Use compost to rejuvenate Soils, where needed and rnix compost into the
native soil.
7. Stabilize slope areas with jut matting near the stream near the upper end of
the project, If needed.
8. Cover exposed soils with at least 3 inches of wood chip mulch in areas to be
planted with trees and shrubs.
9. Cover exposed soils with weed free straw and native grass-forb seed rydxln
meadow areas as shown in Figure 3.
10. Install native shrubs and trees in any wet] and areas where invasive pIants
were removed. The extent of this area is estimated in Figure 3.
11. Install native trees and shrubs in tree/shrub plariting areas within the buffer
asshow+vn in Figura- 3.
12. Install a split -rail fence to niark the buffer edge. An Ecology concrete block
wall may also ire installed, set back from the fence and outer edge of the
buffer, outside of the reduced wetland and stream buffer to prevent vehicle
access into any buffer areas.
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