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A
MULTIFLOW BELOW DRAINAGE SWALE
TURF
FIN15HED GRADE. 5EE
GRADING PLAN
GOUR5E 5AND
BEDDING MATERIAL
6" MULTIFLOW DRAIN
5Y5TEM SLOPING
TONARD5 50LID PVG
GONNEGTION
ELECT. \/V TRANS.
3"=V-0"
TILITY
i PED.
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rte/ ` - --
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L❑� O\ - - -- - -- ---- - - ----- -------- - --- -- --- -- -- -- - -
o
-- - - - - -- mil- �
- - - - --- O�O �� I 000 141
TW TO MATCH E15TIN� GRADE / JNE AREA
/ 0' ���� / DRAIN RIM EL. 3-.01 _ r�
�� _ V'
ASFM ED T -- - - - - -- �o O
;,
1-/ �J ---- - - - - --
'Z - ----- - - - - -- --- OW STORAGE AREA
_ _ _ - L_- - -- -- -- 1 S
---- - - - - -- 10% AREA OF DRIVE
I t INVERT @DAYLIGHT �5.0 � �' �
i
/ \ I --- - - - y -- � p
G - - -- 12 50. FT.
4'GONGRETE PAN
r 1
------------
V 11 rn _ 3 3' @3% 5' @5% 4" CISTERN OVERFLOW
1 ��
4i T � _ -- 6" CONNECTION HEATED PER WATER FEATURE
�� � � _ � 36 4 1 CONCRETE � 3G 1 � DETAILS
- mil 1 DRIVEWAY
O 2 ORES fi �PRIVE ELEVATION, PROVIDE 1,200 50. FT.
1 SMOOTH TRANSITION @ 11 3b 41
1 GRADE 10' @8%
ANGE , 1 40.2 E!-
1 ,
GAR �GE FF 38 1 � f �,�� � +
7�
INVERT @ CONNECTION 36.5, `ZURN 2886 TRENGH,7RAIN 8 8 + 38.41 10.5% A
+ T
51TE DRAINAGE 15 NOT DESIGNED FOR W NTER USE �' '5�
38,E 3 5 @6.6% 00 4O MULL FLOW GONNEGTION
\ 1 + 55.25 0 ❑❑ AREA DRAIN ± -f, @1% @4.3 %� I INVERT ELEV: 30.625.
3R @ - f" 1 38 _ - - 1 n� a � 8. - RIM ELEV: 38.38 � 6" TRENCH RAIN 40 r�
f r + ❑ 1 1 / SWITCH TO 4 SOLID PIPE
THE FIRST RISER IS THE RETURNED 3G
TW . % AREA DRAIN / � / AND N UNDER RIVEWAY z
EDGE OF THE FLAG.ST NE TERRGE �, o
IM ELEV: 38.38 �""� ° ° 0 2�`
❑ \❑
5b"- 1 1 1\ i8
- i,
1 �� 3 W ❑ ❑� - � 38 38
P + + 8 - _ A GONNYTION
2% _ - - - - �� DIVERT ELEV: 6. +
TRANSITION PIPE @ GRADE cAAi OE 3 -- _ 0.69-7 41
B
8.5 �
ao
C
,❑ � "� ° ° 40.61+ \ 42 �• °C
3R @ 6 X69" (A CON GT ON
d� o
1 I VERT ELEV: 4 ba 0.4
�,_ _
SPA DIN(S) CONNECT TO AREA DRAIN \ � 1 ,� "i IRA @ 6 �• + 42 p
DRAIN(5) + .28
RE: ARCHITECT 2
\ 1 �`�� AREA DRAIN
+ 3a.55 3x.75 RIM ELEV: 38.25 _ - °- 1 A W RLINE �� ❑
INVERT @ G NNEGTION 38.0 _ --- ■ ■ 1 �� 43 �o
��❑ X69 6% � 4 S � O ❑ � � ��� °•o
PROVIDE FOR QUICK B SMOOTH TRANSITION n�� IRA @ 6 4
�- @ TERRACE TO GRADE @ EXISTING TREES. / 4 AREA DRAI �-- ° I ❑
ARBORI5T 15 TO A55E55 AND PROVIDE O ❑� -''' op ❑
GLEAN ROOT GUTS 1 /� O O 3 .31 I LEV: 37.72
/ v 1 �,❑ - LEVEL FF 35 25 �. 2'
❑ A BENCHMARK:
❑ + �r
\ /� �0 ❑� 37 8. �a❑ A � �O � SEWER MANHOLE
MULTI _ FLOW D INTO BE INSTALLED b MAINEVEL
„k� A 485 �- . ❑ @14) LG4.1 � RIM 8244.07'
DIRECTLY AGAIN5T THE EXTERIOR EDGE OF I ° "\ a' DRAINAGE SWALE �8 '� .000 N V. 8232.78' .
WITH MULTIFLOW
;
THE TERRACE TO MINIMIZ ROOT pAMAGE ❑❑ �o � ��8 � 4R @ 6
000 SEE I /LGLO
� 1 1 824 - 1 v ' �� a _ \ 000 000 ► o
INVER @ G NNEGTI N 385 - _- 000 . O
1 6% - - d
1 � 40.4 OooaDOo a: woo oQ� 5 %0
\ ! ;F :; ; MAIN 5TAIORMATION.� /
\ 1 ❑oo J15.2
V 1
455- 38.0' = 10.6' VERTICAL
42 40.67 45' HORIZONTAL @ 2% SLOPE _ .G'
i� IG RISERS @ 6X6" o d
OT 1 4R @ f
o00 4 A
0.6
1 7 _- � -- /
o P 41 r INVERT @GRADE Ti�ANSITION , ° - -- ° 1
v ❑ ❑ 11 43 3G.0 wT 3 - -� 00 a��6
INVERT @ G NNEGTION' ° ° ° s ° °
> d o- oo boo° � 0
.2 42.5 ,;, «. ;.�•,:..;::. 44 ❑000 00l � � �) �� T ���
2%
\ o z' ..LIT `�F F� E � o o ��
\ /
a ` 4 ,.: , 43.8 B E
Qo❑ i �
II d }< Y O d O
-A 42 1 11 43 �. �� + T S, J::> :� O 45.5
1
C RAD I NO LEO END
+ XX.XX PROP05W 5POT ELEVATION
+ TW XXX TOP OF WALL ELEVATION
+ BW XXX BOTTOM OF WALL ELEVATION
+ HP XXX HIGH POINT
+ TB XXX TOP OF BOULDER
CONTOUR - EXISTING - MAJOR
- ®- - - - - - -
CONTOUR - EXISTING - MINOR
CONTOUR - PROPOSED
50LID PVC PIPE - 4"
_ . . ....... MULTI -FLOW DRAIN
ELJEN DRAIN
_
A ________________= PERFORATED PIPE - 4
NOTE5:
I. AREA DRAINS CONNECT TO DOWN5POUT5 TO
LEAD TO DAYLIGHT. RE: ARCHITECT
2. PIPE ROUTING 15 DIAGRAMMATIC. FIT TO
GRADE AND AVOID ROOT ZONES OF NEW 8
EXISTING TREE5. MINIMUM 12" COVERAGE.
3. PIPE ROUTING TO COORDINATE W/ TERRACE
5UBGRADE PREP 0 CRITICAL ROOT ZONE AREAS.
4. CONFIRM PIPE DAYLIGHT AND 501L GOVERAGE
ON 51TE PRIOR TO BEGINNING WORK. NOTIFY
LANDSCAPE ARCHITECT OF D15CREPANCIE5.
Z� 1 - - 48 5 \\ i
46.12 �� ���y ���,J� ��`�� °Y❑ /
4' MIN. HT TEMPORARY CONSTRUCTION 11 /> 44.23 +� WALL HEIGHT NO TO �.� U'�gTY
FENGING FOR TREE PROTECTION TYP. 1 44 BW 4515 EXCEED 30 ". FIT BASE �- P
43 1 + OF WALL W/ EXISTING
5
/ + HP 45.75
45
i
1 (\ 44 1 w
1 - R @ fXa"
NVE T GONNEGTION�
� 0
C PROPERTY LINE REPRESENTS LIMIT OF / ,n / /� ❑ ❑
DISTURBANCE EXCEPT WHERE FENGING / 5 '
/•
20
FI R n
20
FIR
t
INDICATES OTHERWISE.
PROVIDE FILL d IMPROVE GRADING
TRANSITION TO EXISTING DRIVE
FOUND SURVEY MONUMENT / PROVIDE TREE PROTECTION / \
1" YELLOW PLASTIC CAP / AT DRIPLINE, TYP.
STAMPED LS 2568 /
O
SEWER MANHOLE
RIM 8252.4'
N O TE:
❑ ❑ / / I.SEE SPEC SHEET FOR ZURN TRENCH DRAIN.
2. FIELD VERIFY ALL INVERT ELEVATIONS FOR POSITIVE DRAINAGE.
° 3. ADJUST FINISHED GRADE AT AREA DRAIN TO PROVIDE POSITIVE / \�
') ❑v SOUTHEAST CORNER LOT � � DRAINAGE TOWARD GRATE OPENING.
/ VAIE VILLAGE 10th FILING
FOUND SURVEY MONUMENT
/ 1.5" ALUMINUM CAP
LS No. UNREADABLE i
10 5 O 10 ZO 50
SGALE: 1 " = 10'
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MODIFICATION TO APPROVED
LANDSCAPE PLANS
JANUARY 10, 2011
MODIFICATION TO APPROVED
LANDSCAPE PLANS
JANUARY 28, 201 1
MODIFICATION TO APPROVED
LANDSCAPE PLANS
FEBRUARY 8, 2011
100% CONSTRUCTION DOCS
FEBRUARY 18, 201 1
ADDENDUM
A MARCH 29, 201 1
ADDENDUM
B JULY 29, 2011
Title:
GRADING & DRAINAGE
PLAN
Scale:
= 10'
Sheet:
LC1 ■