HomeMy WebLinkAbout060-00 C106 Grading PlanI f ' f'i' rr.lf•l�?
857.60 L• �:,
`` f''•'srNf''•
/ 855.40 _ � •I .t ", 856.63 ' � 857.15
7 3 7.3-5
{ No. 16993
8 .22 856.80
• STATE OF •cam
55.7 856.30 `i 3 6 8 i `V
i8 WALNUT TO REIJNN .p
� 56.96 � )' . i;d ' • � •. rh N��•.�.
20" WALNUT �c• .•• DiA
h� b 8 46 TO REMAIN 857.00 85i. 1 ' �/ 4�
+. 856.50 85 �' •..•.•''• V
1357.16 0 \ \\ I ANAL
�. o MN
0 •8 \
857. 856.68 I �
\
856 4 6.84 856.18 /
8 56.7
+ t 8 1 8 .4
ti 0 T Y p
+" . 857 8 8 I w 4 >>
8 5 I g�
1 of �' ��.� I r � � v) � [� 4a [L
-: 856. 5 1 D U Q
O/ 1
5 I
U
.02 I QZ
w
' � o
856.22 0 40' 80' � ' , I , � C/) Z
855.72 I / 15" HICKORY TO REMAIN
15" ASH TO REMAIN 40" OAK TO REMAIN 24" HICKORY TO REMAIN I `� Q = F-
• S ; 'rai a a ( 24" OAK TO REMAIN 32 CHERRY TO REMAIN 12" MAPLE TO REMAIN I. I- U
* w ._._ uti . L J :. I t ,.
.2 _ �/_
\ GRADING 0 � �
t ' �y. 853.7 12" uAPLE TO REMAIN GENERAL NOTES Q qE m Q
/ 0h , 8!6.2 853.0 h .•, c�
24" ASH TO REMAIN .. I / y ;;� ", ',, 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS Ml THE FIELD U cn ¢
�'' do h� ✓ �, .� `' _ _-1� ° • , / - `x'42" oAK TO REMAIN PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE z U
h yny v ti`s / ° • -� ° 42" OAK TO REMAIN RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES U
b h, b`�Phh 32" OAK TO REMAIN 24i° OAK TO REMAIN 1 / T C. �14" WALNUT TO REMAIN
/ 0 ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, L Q U
h 0 852.0 ��" 20" OAK TO REMAIN /
O / b `' • 850.0 15" OAK TO REM > Z Q Z
�� / �. .•/ , '" _� • .. ,� 852.0 THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. Lli -
`...12 0 • 0 REMAIN x--14" OAK TO REMAIN cc
856.6 851.0 / • • • • • • • • • 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
856.1 .1 854 / 85 3.8 EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND m 3
/ �•,, nn-- �,' yyy / tt I T�.- ,/ EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S U
__
AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.
1 ...
BUILDING •23 BUILD N ' " *•22 ' BUILDING •21 3. PROVIDE POSITIVE DRAINAGE WITHOUT PONOING, IN ALL AREAS T
AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF N
i r,;
r Q b �h0 F.•856.70 _ F. 55.30 , A F.F.•854.5 �. ^_/� . l`/\_! ANY "BIRO BATH" CONDITIONS.
it
4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPAMES 72 HOURS
�-
856 BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES
ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size, and
b•� ' 0•� \��� �� +�+ 6 956.1 depth) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES.
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE
TRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
CON US
, �,• ,;; Q b • ! ,, 6. B 5.8 55.4 85 85 32 REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
853 80 53.4 .30 85 .58 852 78 INSTRUCT AND OBSERVE DURING CONSTRUCTION.
5.6 8 5.3 55.4 4 , `� 8 82 853 30 J. 4
�� H.P. •50 •�•�+ .. .r�•J -will •�.r .. • +��. 85 .08 852 28
/ 854.79 Q. 7 ,' Caven' it Drive _ _ 0 701 5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
-- - - -- - r - - - -f --- - - - 852.63 FINAL GRADE ELEVATIONS. .�..■
r p h 9 / 1. 30Y 855.09 4.39 854.03 853,69 852.99 852.29 852.13
_..
y m
� :, ., "``` k b �� �V 0h�ti � 1hi1y 5� _ _ w._ _ ...�.. _ ...a... � ^ ♦ � nr.ov olocc
h• M ' 3t yV// �3'
1 C� -. I. r.•.r��l��)�.
loll
/
BILIN
�9
1 C� -. I. r.•.r��l��)�.
xIi 4.6 85 0 �( 3. 53. 8 J.2 852 76 °�° I 85.81 BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF
54.1 9 3. 2. 2.7 852 26 tt 85 .31 WITHIN 5 FEET OF PAVEMENT. m
� y
h --r - I �g .94 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
- - : _ _ Bl 5.3s11 856.0 C .0 ' bo Lu
856.0 �• ._ _ 856.0 � l
1 °� J o _ 8. EXCAVATE 10' x 20' CROSSHATCHED AREA UPSTREAM OF PROPOSED
rfr 0 ah °jti �' '� "�O / „jO! °' UI DING *2 n l 0 BRIDGE WITH A TWO (2) FOOT CUT BELOW PROPOSED GRADE.
w ,\ r4 `'� f l +� m In - J 1- 1 `�1 n ADD BACK 12" COMPACTED CLAY IN THIS AREA FOR EROSION
+�►0 O b`' 00 CONTROL AND UNDERMMANG PROTECTIONOF RETAINING WALL
`6 /� ?o / o F.•855.s6 0 W FOUNDATION. PLACE 12" DEEP RIP -RAP OVE'' 12" COMPACTED
/ � �� .. • 1- • • • �• ° eh` h ,v`' ri CLAY TO DISSIPATE ENERGY FROM WATER F'JMPED BACK Q
SEE GRADING, 8 y' b Z o I UP AN
STREAM FROM WATERFALL D POND BELOW BRIDGE.
/ r _ _.
Ja,J � 9. SEE SHEET C116 FOR RET.WALL DESIGN
\ \9ti • . 0h 9ss r � \ o .• �' o � / 853.0 852.5 � .
>., I /
A SEE SHEEi1
� C116 FOR REi.WALL m m 1 _ - - m rn
° b WATERF A
1-
e
849 g50 853.4 853.4 '�' DEPRESS PATH TO ALLOW 4<
• ��, h' AO \ �`� by / h 848 SURFACE DRAINING FROM
846 84 7 \`
y h S
f ---�45 • • S • • • �- • • • 1 EASTERN PROPERTY T
\ . O �/ b� .� 1 tih . • • . I .� 852.5 2.5 I I u7 ADJOMNER i
� 0 /� hh • -• ---- - - -__, , LEGEND W L.i..
,YP -
�` EXISTING PROPOSED
A \ \
„lT / • Cp
STORM SEWER
y`' b ��� / 9 ?t t *► �/�/ �e ��` es'B m m �' M wrl.er,r+ --- r' SANTARY SEWER
LIJ
\ ay t �� FK ✓/� �� by1 r M I I 0 MANHOLE
h y I b •. C - ,. ' �
b Ewa �`� b.�ar Qfs� rjr �,1JS r •.:, `; I 0 INLET ■
EN SECTION 4
• �; - t m � D SEC
.�
1
0� ^^ 1 A .>�' • DETENTION POND I a
NORMAL POOL - 844.50 a� FLOW ARROW O
BOTTOM ELEVATION • 835.50
l '` �� �► * Q' / �/ q!! \r i. i It FLOOD ELEV. T 848,87 - Z `M`.� tt '.S r
7 CONTOUR
X 884,8 SPOT ELEVATION 812.34
n
m / �, HANDICAP
m
ACCESSIBLE
ENTRANCE
I °+ \ •• / HANDICAP
ACCESSIBLE•r•�
ROUTE
of
fie\ i / r h14 ,� / _` --� • • -- • • • • / A 0
/�/(,� 846 "
�1 ) ILL
/ \ ( Q� \ .BSa �% r • / , �l ` 84g 848 847 _ 852.5 852.5 M I 6 0 _
�. \ 6 / ` / 6s/ 850 - _�. 0 851.0 / 851.5 %° N ;° n n 0 '� p
D •p m
857.8 852.8 m r Z cvo r- '-
In
�/ 4 J I e• O PROPERTY OF TWIN LAKE Z
1
852. Q h �
CN
a
LLJ eN cp C Cn N iZ1 F71
uj (�pp
4�lLDING 016
N „DON'T DIG BLIND" N I. ' �`V ,i•� NI-I" pf%r 0y, 0 \ / Qil� �� `� F.F.•853.7 N �� ` ? 4 0 C M
An 16
m °! m DC n- vi
0h o sor 6 O E -
850.26 �o / h / CTS L 0 LL h\y / 1 -800- 382 -5544 m {� D..
CALL BEFORE U DIG 1 o ■ Lj IZ Z C
w 49. I g �ti 8S .83 8 .40 - _ 51. 852.8 852.8 E E YO D w Lu Y
8 .33 84 ,90 - - 73 _ _ a6 30 i a °u4i $ I Q ro
- _
t L.P. -. / 850.16 H. •'moo •� W m m C
T ` - ', ... ._ - _ __ - 851.25 / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - Cr
r
_____ --__ I.0 831.22 852.00 - - I'
-T-- r - I. 00 ' I UUx e �ane T • -.82 850.17 I. OOX 85L�5 - 0. 75Y a
"0
d 849.86 • i _ 8 %
-r- 1 •. ` B 9B6 H.P. •75 -
DRY DETENTI ` ` - 852 35
844' „�.�• d 8 U. 8 .0 � , _B . � ' ... 852 2. ,
844.5 '.� 9 DATE: MARCH 08 2000
• $45 , • GARAGE GARAGE IL iN - C �5 - - -- GARAGE -. __ Aa �.
846. --I F.F.- 850.80 8 0.1 B IL C04 8 9.5 - - - - 851.7 52. 8 11 = 1
847 0.40 f"1 :850.38 F.•8 2.40 f.f.-852.90 _ - - - - - - - - - - - - - - - - - - - SCALE: 1 40
_.
-848- 849 850.30 ) 850.31 - - _ - - - - - - - - - 852.22 0 -----------------
- 9 es PROJECT NO. 111 -1150
849.91
850 850 849.41 849.80 849.81
.r «r,.. f .. .. ..rr ..Y`.N. - r•�NN NrrrN -r.-N-. . iyy1•- ��rr�rMr�� . 7�G:i'ii7YfiiilsrrY.Y+ir wil..r.!•wn.'u7�. .^" 4e.rrrp...•.. ._ n +.Ir._ rr_r.Y. roYlrr_, .l ! Y ' i- r`:� +i rii YfWia�Pli � rrrrr -•i •. «.rr . t wwlNWi/irriYwrrro«r.w...r.r. r . .r.rr r rrNrwr.rr r» r»r rrr�rr•.r..w•rr wr rr r «�- r-.
--..�.- "- . �.. .
. r.. • - -. ,.. ...,- � _.
� i
W Mror.rr EXIST. 6 C.L. FENCE
84/
, . ...
" - NN--- rrr ------ -------- - - - - -- . r -----
--- -. -r - - -. . rr..r•.N.- N.-r ..», w-------- ,.r«... sr- r .. »..... 847 ••w.o .J�
1150G2.DGN
/
BILIN
�9
F.•8
.05
/
xIi 4.6 85 0 �( 3. 53. 8 J.2 852 76 °�° I 85.81 BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF
54.1 9 3. 2. 2.7 852 26 tt 85 .31 WITHIN 5 FEET OF PAVEMENT. m
� y
h --r - I �g .94 7. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
- - : _ _ Bl 5.3s11 856.0 C .0 ' bo Lu
856.0 �• ._ _ 856.0 � l
1 °� J o _ 8. EXCAVATE 10' x 20' CROSSHATCHED AREA UPSTREAM OF PROPOSED
rfr 0 ah °jti �' '� "�O / „jO! °' UI DING *2 n l 0 BRIDGE WITH A TWO (2) FOOT CUT BELOW PROPOSED GRADE.
w ,\ r4 `'� f l +� m In - J 1- 1 `�1 n ADD BACK 12" COMPACTED CLAY IN THIS AREA FOR EROSION
+�►0 O b`' 00 CONTROL AND UNDERMMANG PROTECTIONOF RETAINING WALL
`6 /� ?o / o F.•855.s6 0 W FOUNDATION. PLACE 12" DEEP RIP -RAP OVE'' 12" COMPACTED
/ � �� .. • 1- • • • �• ° eh` h ,v`' ri CLAY TO DISSIPATE ENERGY FROM WATER F'JMPED BACK Q
SEE GRADING, 8 y' b Z o I UP AN
STREAM FROM WATERFALL D POND BELOW BRIDGE.
/ r _ _.
Ja,J � 9. SEE SHEET C116 FOR RET.WALL DESIGN
\ \9ti • . 0h 9ss r � \ o .• �' o � / 853.0 852.5 � .
>., I /
A SEE SHEEi1
� C116 FOR REi.WALL m m 1 _ - - m rn
° b WATERF A
1-
e
849 g50 853.4 853.4 '�' DEPRESS PATH TO ALLOW 4<
• ��, h' AO \ �`� by / h 848 SURFACE DRAINING FROM
846 84 7 \`
y h S
f ---�45 • • S • • • �- • • • 1 EASTERN PROPERTY T
\ . O �/ b� .� 1 tih . • • . I .� 852.5 2.5 I I u7 ADJOMNER i
� 0 /� hh • -• ---- - - -__, , LEGEND W L.i..
,YP -
�` EXISTING PROPOSED
A \ \
„lT / • Cp
STORM SEWER
y`' b ��� / 9 ?t t *► �/�/ �e ��` es'B m m �' M wrl.er,r+ --- r' SANTARY SEWER
LIJ
\ ay t �� FK ✓/� �� by1 r M I I 0 MANHOLE
h y I b •. C - ,. ' �
b Ewa �`� b.�ar Qfs� rjr �,1JS r •.:, `; I 0 INLET ■
EN SECTION 4
• �; - t m � D SEC
.�
1
0� ^^ 1 A .>�' • DETENTION POND I a
NORMAL POOL - 844.50 a� FLOW ARROW O
BOTTOM ELEVATION • 835.50
l '` �� �► * Q' / �/ q!! \r i. i It FLOOD ELEV. T 848,87 - Z `M`.� tt '.S r
7 CONTOUR
X 884,8 SPOT ELEVATION 812.34
n
m / �, HANDICAP
m
ACCESSIBLE
ENTRANCE
I °+ \ •• / HANDICAP
ACCESSIBLE•r•�
ROUTE
of
fie\ i / r h14 ,� / _` --� • • -- • • • • / A 0
/�/(,� 846 "
�1 ) ILL
/ \ ( Q� \ .BSa �% r • / , �l ` 84g 848 847 _ 852.5 852.5 M I 6 0 _
�. \ 6 / ` / 6s/ 850 - _�. 0 851.0 / 851.5 %° N ;° n n 0 '� p
D •p m
857.8 852.8 m r Z cvo r- '-
In
�/ 4 J I e• O PROPERTY OF TWIN LAKE Z
1
852. Q h �
CN
a
LLJ eN cp C Cn N iZ1 F71
uj (�pp
4�lLDING 016
N „DON'T DIG BLIND" N I. ' �`V ,i•� NI-I" pf%r 0y, 0 \ / Qil� �� `� F.F.•853.7 N �� ` ? 4 0 C M
An 16
m °! m DC n- vi
0h o sor 6 O E -
850.26 �o / h / CTS L 0 LL h\y / 1 -800- 382 -5544 m {� D..
CALL BEFORE U DIG 1 o ■ Lj IZ Z C
w 49. I g �ti 8S .83 8 .40 - _ 51. 852.8 852.8 E E YO D w Lu Y
8 .33 84 ,90 - - 73 _ _ a6 30 i a °u4i $ I Q ro
- _
t L.P. -. / 850.16 H. •'moo •� W m m C
T ` - ', ... ._ - _ __ - 851.25 / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - Cr
r
_____ --__ I.0 831.22 852.00 - - I'
-T-- r - I. 00 ' I UUx e �ane T • -.82 850.17 I. OOX 85L�5 - 0. 75Y a
"0
d 849.86 • i _ 8 %
-r- 1 •. ` B 9B6 H.P. •75 -
DRY DETENTI ` ` - 852 35
844' „�.�• d 8 U. 8 .0 � , _B . � ' ... 852 2. ,
844.5 '.� 9 DATE: MARCH 08 2000
• $45 , • GARAGE GARAGE IL iN - C �5 - - -- GARAGE -. __ Aa �.
846. --I F.F.- 850.80 8 0.1 B IL C04 8 9.5 - - - - 851.7 52. 8 11 = 1
847 0.40 f"1 :850.38 F.•8 2.40 f.f.-852.90 _ - - - - - - - - - - - - - - - - - - - SCALE: 1 40
_.
-848- 849 850.30 ) 850.31 - - _ - - - - - - - - - 852.22 0 -----------------
- 9 es PROJECT NO. 111 -1150
849.91
850 850 849.41 849.80 849.81
.r «r,.. f .. .. ..rr ..Y`.N. - r•�NN NrrrN -r.-N-. . iyy1•- ��rr�rMr�� . 7�G:i'ii7YfiiilsrrY.Y+ir wil..r.!•wn.'u7�. .^" 4e.rrrp...•.. ._ n +.Ir._ rr_r.Y. roYlrr_, .l ! Y ' i- r`:� +i rii YfWia�Pli � rrrrr -•i •. «.rr . t wwlNWi/irriYwrrro«r.w...r.r. r . .r.rr r rrNrwr.rr r» r»r rrr�rr•.r..w•rr wr rr r «�- r-.
--..�.- "- . �.. .
. r.. • - -. ,.. ...,- � _.
� i
W Mror.rr EXIST. 6 C.L. FENCE
84/
, . ...
" - NN--- rrr ------ -------- - - - - -- . r -----
--- -. -r - - -. . rr..r•.N.- N.-r ..», w-------- ,.r«... sr- r .. »..... 847 ••w.o .J�
1150G2.DGN