HomeMy WebLinkAboutD-275034a
z
NS
v
z=
N�y
m
>`a
U
h
Vl /
m
rn M
Y I
�
v
LC F
Q z
� Z
Uw
R vim
Q
z
"pOg
ZMi
I'O
-'
Lem °�F-
w
Q�II
C
< Q
Z5
N
~ IIL
Ow Ld
Q
e � �
N
CD
a I91 -
I�.m
O /
s>
�
U
Qo
a
O O E
3
N
D
p' p
C
U
a \£
�'N I
c
�• p v
a�
}3
s�
s
T
cn
x
�a
'llm
I
SLOPE DITCH
z ,
w l
Q 1
a ,
3' Ta LL I
CONCRETE WALL
N 71,000
�3' TALL
CONCRETE WALL
z \w
Q
a
OOUOU
On0n0
a
� � a
O w
O f-
c0
O �
=m
U N 70,800
3
o I I l
v z
O p
O �
o w
Of
CD
U
o =
N
N
o
N o
0 0
O
I� z
O O O O O O O
OWN
DESIGN SURFACE E �- 8.5
� � I
1 \
VA
N 71,000 1
Jam\
1
� UU U U v v - � O O O O O O �0 0 0 00 0 0 O O 0 6
�'
OOOOOO - O O - OOOnOnO
�nn U nnnC F c FC) nn C )
_-
\
tiP
.O
BUILT 31SIE"
oSIONAL iRECOMMENDED sv
ezrlaes: 0s /0s /'0z `FOR APPROVAL BY I
ROLL # 167 FR1 3 3
0
E
20' 10' 0 20' 40'
S. 1/2, SEC. 24, T. 23N., R. 4E., W.M.
N. 1/2, SEC. 25, T. 23N., R. 4E., W.M.
N RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
IS NOT RESPONSIBLE FOR ACCURACY OR
COMPLETENESS OF CONTRACTOR'S RECORDS.
j
RECORD DRAWING'
—1b_
N 70,800
NOTES:
1. FOR SURVEY CONTROL
INFORMATION, SEE
DRAWING G4.
2. FOR DRAWING SYMBOLS,
SEE DRAWING G4.
3. FOR GRADING NOTES, SEE
DRAWING 1 C(G)800.
4.PROPOS:_D CONTOURS AND
SPOT ELEVATIONS ARE
FINISH GRADE. REFER TO
LANDSCAPE PLANS TO
DETERMINE SUBGRADE
ELEVATIONS.
3. AREAS TO RECEIVE 6"
IMPORT TOPSOIL TO BE
CONSTRUCTED 6" BELOW
FINISH GRADE. FINAL 6" 01
TOPSOIL WILL BE PLACED
DURING CONSTRUCTION OF
LANDSCAPING. AREAS TO
RECEIVE TOPSOIL DENOTED
WITH HATCHING: E
3. AREAS TO RECEIVE 6" OF
NATIVE SOIL FOR PLANTING
TO BE CONSTRUCTED 6"
BELOW FINISH GRADE. FINA
6" OF NATIVE SOIL FOR
PLANTING WILL BE PLACED
DURING CONSTRUCTION OF
LANDSCAPING. AREAS TO
NATIVE SOIL FOR PLANTING
DENOTED WITH HATCHING:
E]
FOR GRADING IN THIS
AREA REFER 70
DRAINAGE PLANS.
REFER TO DEMOLITION
AND DRAINAGE PLANS
FOR EXISTING DRAINAGE
SYSTEM LOCATION AND
REMOVAL/ABANDONMLNT
SEQUENCE
AREAS TO BE PAVED.
SEE PAVING PLANS.
3. AREAS OVEREXCAVATED
AT LEAST 24" AND
BACKFILLED WITH
QUARRY SPALLS TO
PROVIDE A STABLE
BASE FOR COMPACTED
POND BACKFILL
h -I
I
i
10.AREA OF CRUSHED 3
ROCK AND QUARRY —
SPALL CONSTRUCTION s 60
HAUL ROAD (LEFT IN s 4 63 e4 65
PLACE). � 7 68 E9 70
71 72 73 74 75
KEY PLAN
SCALE: NONE
I-17-77-7
- f -� _ , -, F( ,6-, SCANNED OCT 4 2000
o
o
b
v
,
Q
tiP
.O
BUILT 31SIE"
oSIONAL iRECOMMENDED sv
ezrlaes: 0s /0s /'0z `FOR APPROVAL BY I
ROLL # 167 FR1 3 3
0
E
20' 10' 0 20' 40'
S. 1/2, SEC. 24, T. 23N., R. 4E., W.M.
N. 1/2, SEC. 25, T. 23N., R. 4E., W.M.
N RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
IS NOT RESPONSIBLE FOR ACCURACY OR
COMPLETENESS OF CONTRACTOR'S RECORDS.
j
RECORD DRAWING'
—1b_
N 70,800
NOTES:
1. FOR SURVEY CONTROL
INFORMATION, SEE
DRAWING G4.
2. FOR DRAWING SYMBOLS,
SEE DRAWING G4.
3. FOR GRADING NOTES, SEE
DRAWING 1 C(G)800.
4.PROPOS:_D CONTOURS AND
SPOT ELEVATIONS ARE
FINISH GRADE. REFER TO
LANDSCAPE PLANS TO
DETERMINE SUBGRADE
ELEVATIONS.
3. AREAS TO RECEIVE 6"
IMPORT TOPSOIL TO BE
CONSTRUCTED 6" BELOW
FINISH GRADE. FINAL 6" 01
TOPSOIL WILL BE PLACED
DURING CONSTRUCTION OF
LANDSCAPING. AREAS TO
RECEIVE TOPSOIL DENOTED
WITH HATCHING: E
3. AREAS TO RECEIVE 6" OF
NATIVE SOIL FOR PLANTING
TO BE CONSTRUCTED 6"
BELOW FINISH GRADE. FINA
6" OF NATIVE SOIL FOR
PLANTING WILL BE PLACED
DURING CONSTRUCTION OF
LANDSCAPING. AREAS TO
NATIVE SOIL FOR PLANTING
DENOTED WITH HATCHING:
E]
FOR GRADING IN THIS
AREA REFER 70
DRAINAGE PLANS.
REFER TO DEMOLITION
AND DRAINAGE PLANS
FOR EXISTING DRAINAGE
SYSTEM LOCATION AND
REMOVAL/ABANDONMLNT
SEQUENCE
AREAS TO BE PAVED.
SEE PAVING PLANS.
3. AREAS OVEREXCAVATED
AT LEAST 24" AND
BACKFILLED WITH
QUARRY SPALLS TO
PROVIDE A STABLE
BASE FOR COMPACTED
POND BACKFILL
h -I
I
i
10.AREA OF CRUSHED 3
ROCK AND QUARRY —
SPALL CONSTRUCTION s 60
HAUL ROAD (LEFT IN s 4 63 e4 65
PLACE). � 7 68 E9 70
71 72 73 74 75
KEY PLAN
SCALE: NONE
I-17-77-7
- f -� _ , -, F( ,6-, SCANNED OCT 4 2000