07-1136 (BLCK) Precise Grading Planlea seumga
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Idea mapuadepul
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®3AOUddd
'1d30 A13AVS *2 JNlaims
ViNino`d-1:O Allo
1 Ex�s�\Nps
\ , DISABLED PARKING AREA
(SEE DETAIL SEE2)
PROP. UNE 5' HIGH W.I. F
NCE 1
10
W wcD SEPARATE, PERMIT RE D
Cl
LIJ
z a
w�•
I cn LOT 1 to z
' PLAN CR �
495.52 INV. Q
v 495.66 INV. FF = 502.40 495.36 INV. VARIABLE HEIGHT RETAINING WALL Q
I
V)i z PAD = 501.9 . 18" DIA. F4= R O
18" DIA. A: �0 18" DIA. (SEPARATE, PERMIT EQ D} X00.
p SD PIPE
-
SO PIPE vv> SD PIPE ARA E` P
TW 503 50
Fv � moo
A. h o
ho VARIABLE HEIGHT RETAINING WALL 5' HIGH W.I. FENCE TF 496.00 X01
I 10 ( hod' (SEPARATE PERMIT REQ'D) m (SEPARATE PERMIT REQ'D) 8 9
P.U.E.
503.39 TW 503.50 TW 503.50
EXIST. 4 FS -HP PROP. UNE 179.63' 1 7 500.32 TF 500.90
4' ,..--
1 SEWER 0.54% 0.50% ---...
LATERAL 0�1 �o� -� 1-1.98% Soo -� -.1.98% ' i o 24' 0:50%.: N �. : 0 50"- SLOPE
O O PLANTER
61 '9 J a�e y. PLANTER
LANDING r r POOL EQUIP 8 x d
/ ____5___ __. _S �. Q Fs. 1� S� ;'- I , S� 503.11N 19 1 o I-+2' ( )
u; SLOPE=2.09G ¢ 12 1 `��6 1 i 4;17, -� ,� 5e2.79 ( 1 BENCH TYP.
/ r I SOI FS r Lir __ F5 s0
_ G O c2 _. +
• BLUE I y ... --- ,, ;' o FG 502.67 't2t 3 i
00 So :i �. SO 4j k SO �S0� F �'9.> O ' ?S� �' -
24.
FIRST FLOOR 19 r ry
®p I 12.0% .-2.0%=� 2.0%� lg FF= 503 50 _ a5o% MIN 1
_., 42" HIGH W.I. 15
I o01�, 1 moo, I `� :'� " 3 ry . D - ' /'0'sr7 oti�o� �4,� x GUARDRAIL
_., PA --503.® ,S: 9
U M 5' . soot; yF �� 8 X96
CLEAR
a 3 BASEMENT
LJ.1 - 4,.._ �7 . �_ :.: ' 1 /. 18 1p 18 \�y = - \ PROP. LINE
1 �.
U a TW 505.71 S k �- x �9> A=159'29'02"
1
F F= 49 3.1 i�` R=36.50' ,
z «; ' FS 501.71 6' " �. a '� 8-' _..., s`¢6 _ So 19 L=101.60
W rw- TF 500.71 WALK otv
PAD -492.84 .
® oo I (1:33%�4 13 0
3 C)"'
os� \4' w
• TW 505.17 1 �.
� • -. -502.17 f
•. -
x o / 'n \C\
w TF 501.17 o .
nF1o
`SOO o' Gh O'�• se ' `� 1.0%�. :. 18 TCr 502.78
INV 4.97.30. 19
GRAPHIC SCALE
5 10 20
( IN FEET )
1 inch = 10 ft.
3 t TW 503.50
�'' GQ, �`' ' F`' _ FS _ b 502.06
1 5, FS 3' TF 496.00
&11 % r
RESIDENCE CLUB I TYP I �00�°`'h ---2.00 N� 1, a0 F ( PICA) So :.• ��
ROOF DRAIN
TY L S h
_.. - 4 " o \�``�h0\ 3 0�� �Oh yea:. - : �oS Sti o qg I p
c" 7 I . ca 502.17 • DN:
DRIVE I o�1 FS 1 r FS¢6 : �'�5OY ..0.50x. Sad "
2.10% t °
o`' s cB _M.,rsummummm S 5 0 ... _. �3da o0�
h � o S ,� - . � o%. o. or SPA POOL S P� 4s..
'S' 19
5
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• .B, - • -• - a`r't'v ...: -.`moi`. z d`.'.'::'�` V� s'L .�i i 'ir r. n •, y �l-
..:• -.. r.R'.�Fa /.� G - (///•��(( (j/ (Q
_ - ---- 2.94% -•-••• 2.0 �..-_�:..,
rot
, � SUBMERSIBLE SUMP PUMP --�..I - tg .. • ' .' • d -
o �p`ti1 5 TW 505.17 (SEE ARCHITECT'S PLANS) LL -®J _
0 ( h0 0 :I 14 FS 502:17 ., �7 -g; 502.06 7 497.20
6 TF 501.17 ° FS x 1N� PIPE
w rn I ,� a. OS 502.78
FIRST FLOOR I TG.
(15.50' I iS.00' s' 8.50 �6, O 1S 497.34 h o
TYP. WALK Q INV
LLI,FF 503.50 A
4' HIGH Sp? } 57<
19
r
Q 2 RETAINING WALL PAD -503.0
c� 7 19 ,y
Q' ' • I TYP: N (SEPARATE PERMIT @'
sy�° +
w REQUIRED) !-:. o��; - ' 498.2Q O'+ / RETAINING WALL 8�
I 11' BASEMENT s INV PAPE �-'1 Q SEPARATE PERMIT REQ'D)
z $ pp:,.a. f: FF -493.1 7 1.0%. 18 '�- sa;.- �O�o 42' HIGH W.I. 15
o ( 1'• 1 �. , - - �o .. 1 42'• HIGH W.I.GUARDRAIL 15 >r9 `900 '?SV, X x '' , GUARDRAIL
® 12" TYP. -- PAD - 9 2. 4 0�0� ,;� ,.� ooh ��o x i (s R Q D)
- 4 8 - i.9 ,f �Q - (SEPARATE PERMIT E
FS 501.52 .: .k �o� TG 502.47 y
h�
T �oS o 1W 505.00 . S;;s.a . �c� 0 50% !�lN,--- 18 INV 500.20
X m 11 0 ze. I
TF 500.52 IFG 502.00 �S?, 0.501 MIN._
73 I TF 501 00 a
4:1
40
EXISTING RETENTION BASIN
498.14=100YR HGL
495.5=FG
4' WIDE CONCRETE PATHWAY
(SEE GRADING, PAVING & DRAINAGE PLANS)
l99
32.50'1 PL TO BLDG. COR. ...,r...,r..:....:.. ..,, �._..., . x_, sed' 1 502.5b �� Q ,S�?O 16 REMOVE EXIST.
(,� 2.0% 5' So O jT ; c° 502.38 _ : X h001. AND 8 M
...
I,c�<a� 1 O`ti' i d h x --x x x x_- x---x-x-x-x- x-x-x-x�x; -x x D. LEACHFIELDA st9
Ed 0 PLANiFR h> v N 1 1 1; 1 1 (l , i 4 3r 71' t iso ' o PLANTER FG 1�C f
r - WM TC 501.40 vi
I W� F 500.90 5p4.44 Q 50� .58'� . ' Sat o na T 1 ti��F a
EDGE OF CONC. 640%
U ( 501.28 FS ; --F` .2.04%' . '�' �p O.S% -- 35.01 9 6.67-- : 5' 1497.94
rrS~ 2.04% ,.
z PARKING AREA 4.56% p FS _' .....r. �.",.-
LU I
--
w 179.63 I +�...,,,,
i� 6 x 5 z� `� 500.47 qT
. I x`01 10' I LANDING PROP. UNE hod' ,U� ADA HANDRAIL 17 500.57 ��� ` �19gn
iio r ' K
• 10 - (n �,o° M SLOPE-2.O�G z 60 4`� (SEE DETAIL. SHEET 2) FS -GB FS -GB c
P.U.E. W I` �V P.U.E. I o v `V s a,
r [2Jj xy� ,
a . �• .._ � � 9 TW 503.50
a- (n 5 x 5 LANDING ,/I U
X11
TW 503.50 SLOPE -2.09: TF 501.00 5' x 5' ��oo '� 496.00 i"
„.
M TF 501.00 TW 502.50 ,
LOT 32<. .... ,,w .. -..... , a .w TF 500.00 sr 4 FS �j
SCOPE=2.09G
Q �o' PLM g VARIABLE HEIGHT RETAINING WALL 8 9 TW 501.50 s�o�� 99
(� WITH W.I. FENCE TF 499.00 X0,1 �c�'
=
(SEPARATE PERMIT REQ D)
FF 502.50 TW' 500.50 yob �' 4' WIDE CONC. PATHWAY
PAD = 502.0 U
A TF 498.00 0
I 2 TW 499.50 j
I � TF 497.00 ,- --• \ � z �
I � �
I CONSTRUCTION NOTES. � � 4' 1scOPE 0a
1 CONSTRUCT 4" THICK CONCRETE WALK W/0 CURB, PER CITY OF LA OUINTA STD. DWG. N0, 240 14 CONST, 6" CONCRETE MEDIAN CURB PER CITY OF LA QUINTA STD. N0. 210
2 CONSTRUCT 6" THICK CONCRETE PARKING LOT TO DIMENSIONS SHOWN ON PLAN 15 INSTALL 42" NIGH W.I. FENCE AS GUARDRAIL FOR POOL AREA (SEPARATE PERMIT REQUIRED)
3 INSTALL DETECTABLE WARNING MAT CONSISTING OF TRUNCATED DOMES PER CBC CHAPTER 118, DIVISION 11, DETAIL SHT. 2 16 REMOVE EXISTING SAND FILTER AND LEACH FIELD tv INSTALL °MAXWELL PLUS°
4 INSTALL "HANDICAP PARKING ONLY' AND VAN ACCESSIBLE SIGN, ON e DIA. CONCRETE BOLLARD, PER DETAIL SHEET 2 1 INSTALL HANDRAIL PER ADA REQUIREMENTS (SEE LANDSCAPE ARCHITECT'S DWGS.) DRAINAGE SYSTEM LU
5 INSTALL 4' CONC. WHEELSTOPS PER DETAIL SHEET 2 18 INSTALL 12" x 12" AREA DRAIN, NDS -1212 OR APPROVED EQUAL, PER DETAIL SHEET 2 SEE SHEET 2 FOR DETAILS
6 PAINT 4" BLUE DIAGONAL STRIPES &SYMBOL PER DETAILL SHEET 219 INSTALL 4' DIA. PVC DRAIN PIPE, 5=1.0%, PER DETAIL SHEET 2
7 PAINT DOUBLE 4" WIDE HAIRPIN STRIPES 012" O.C. PER DETAIL SHEET 2 0 INSTALL 2' X 2' AREA ROCK RIP-RAP�+�� t3� �1 �ilrl7tlTtU
8 CONSTRUCT VARIABLE HEIGHT RETAINING WALL -TYPE 1 PER CITY OF LA QUINTA STD. (SEPARATE PERMIT REQUIRED) 1 INSTALL "MAXWELL. PLUS' DRAINAGE SYSTEM PRIMARY SETTLING CHAMBER PER DETAIL SHEET 2 21 t � h .(of 1� (,),UI
�.•
9 CONST. COMBINATION 3' MASONRY WALL AND 3 W. I. FENCE PER LANDSCAPE ARCHITECTS DWGS. (SEPARATE PERMIT REQ.) 2 INSTALL MAXWELL PLUS" DRAINAGE SYSTEM SECONDARY SETTLING CHAMBER PER DETAIL SHEET 2
10 CONST, 3' W. I. FENCE PER LANDSCAPE ARCHITECT'S DWGS. (SEPARATE PERMIT REQ.) 3 INSTALL HANDRAIL PER DETAIL SHEET 2 � �
11 CONST. 5' W. L FENCE PER LANDSCAPE ARCHITECT'S DWGS. (SEPARATE PERMIT REQ.) N
(fl
12 CONST. CONCRETE DRIVEWAY PER CITY OF LA QUINTA STD. N0. 221 r
` / CONST. 4' HIGH MASONRY WALL PER LANDSCAPE ARCHITECT'S DWGS. (SEPARATE PERMIT REQ.)
( S.D.P. 2003- 779 .
0
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE APPROVED BY: CITY of L�\ QUINTA 78-900 Avenue 47 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
z
FESS/ n Suite 208
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Oe 'Yq� 2�Lk��, La Qui�ta, CA 92253 pe(� /�('�/�OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONITRACTOR WILL BE �. �X 0• �� ~~ PRECISE GRADING PLAN SHT.
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 4,4 �� �p �2 Voice-, 760-771-4013
�� p c� 0THY ONA ON EXP. DATE: 12/31 /06 �`�. FAX: 760-771 4073
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. �' `�' "
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT No4 20596 r" m R.C.E. 458 mdsIocjuinto@mdsconsuIfinq.net C H u t r r dslaquintoQmdsconsulting.net COMMUNITY CENTER -RESIDENCE CLUB
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Exp. 9-30-07 PRE D UNDER THE DIRECTION OF: OF SHTS.
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO # * LOT 313 ANEI�'DED TRACT NO 57627
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 'p- TIL ��Q PLANNERS E N G 1 N E E R S SURVEYORS t t w
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL
.LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE F CA �� ���j �'` SCALE: SEE ABOVE BENCH MARK: PD -103-3-70 FD. 1 1/4" O.D.I.P. FILLED W/CONC. IN 5 -
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE STA LEY C. ORSE EXP. „DATE: 9 O.D. CONC. COLLAR DN. 0.6', 330' NORTH OF C.L. INT. OF A PORTION OF THE NW1 4 OF SECTION 16 T.6S., R.7E. S.B.M.
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. /30/07 WASHINGTON STREET & 52nd AVENUE & 6.2' SOUTH OF PPS 98927D. Et EV. 540.110
CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. 20596 DATE: JUNE, 2006 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: NADADOR, LLC W.O. No: Q
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PROP. UNE 5' HIGH W.I. F
NCE 1
10
W wcD SEPARATE, PERMIT RE D
Cl
LIJ
z a
w�•
I cn LOT 1 to z
' PLAN CR �
495.52 INV. Q
v 495.66 INV. FF = 502.40 495.36 INV. VARIABLE HEIGHT RETAINING WALL Q
I
V)i z PAD = 501.9 . 18" DIA. F4= R O
18" DIA. A: �0 18" DIA. (SEPARATE, PERMIT EQ D} X00.
p SD PIPE
-
SO PIPE vv> SD PIPE ARA E` P
TW 503 50
Fv � moo
A. h o
ho VARIABLE HEIGHT RETAINING WALL 5' HIGH W.I. FENCE TF 496.00 X01
I 10 ( hod' (SEPARATE PERMIT REQ'D) m (SEPARATE PERMIT REQ'D) 8 9
P.U.E.
503.39 TW 503.50 TW 503.50
EXIST. 4 FS -HP PROP. UNE 179.63' 1 7 500.32 TF 500.90
4' ,..--
1 SEWER 0.54% 0.50% ---...
LATERAL 0�1 �o� -� 1-1.98% Soo -� -.1.98% ' i o 24' 0:50%.: N �. : 0 50"- SLOPE
O O PLANTER
61 '9 J a�e y. PLANTER
LANDING r r POOL EQUIP 8 x d
/ ____5___ __. _S �. Q Fs. 1� S� ;'- I , S� 503.11N 19 1 o I-+2' ( )
u; SLOPE=2.09G ¢ 12 1 `��6 1 i 4;17, -� ,� 5e2.79 ( 1 BENCH TYP.
/ r I SOI FS r Lir __ F5 s0
_ G O c2 _. +
• BLUE I y ... --- ,, ;' o FG 502.67 't2t 3 i
00 So :i �. SO 4j k SO �S0� F �'9.> O ' ?S� �' -
24.
FIRST FLOOR 19 r ry
®p I 12.0% .-2.0%=� 2.0%� lg FF= 503 50 _ a5o% MIN 1
_., 42" HIGH W.I. 15
I o01�, 1 moo, I `� :'� " 3 ry . D - ' /'0'sr7 oti�o� �4,� x GUARDRAIL
_., PA --503.® ,S: 9
U M 5' . soot; yF �� 8 X96
CLEAR
a 3 BASEMENT
LJ.1 - 4,.._ �7 . �_ :.: ' 1 /. 18 1p 18 \�y = - \ PROP. LINE
1 �.
U a TW 505.71 S k �- x �9> A=159'29'02"
1
F F= 49 3.1 i�` R=36.50' ,
z «; ' FS 501.71 6' " �. a '� 8-' _..., s`¢6 _ So 19 L=101.60
W rw- TF 500.71 WALK otv
PAD -492.84 .
® oo I (1:33%�4 13 0
3 C)"'
os� \4' w
• TW 505.17 1 �.
� • -. -502.17 f
•. -
x o / 'n \C\
w TF 501.17 o .
nF1o
`SOO o' Gh O'�• se ' `� 1.0%�. :. 18 TCr 502.78
INV 4.97.30. 19
GRAPHIC SCALE
5 10 20
( IN FEET )
1 inch = 10 ft.
3 t TW 503.50
�'' GQ, �`' ' F`' _ FS _ b 502.06
1 5, FS 3' TF 496.00
&11 % r
RESIDENCE CLUB I TYP I �00�°`'h ---2.00 N� 1, a0 F ( PICA) So :.• ��
ROOF DRAIN
TY L S h
_.. - 4 " o \�``�h0\ 3 0�� �Oh yea:. - : �oS Sti o qg I p
c" 7 I . ca 502.17 • DN:
DRIVE I o�1 FS 1 r FS¢6 : �'�5OY ..0.50x. Sad "
2.10% t °
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'S' 19
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rot
, � SUBMERSIBLE SUMP PUMP --�..I - tg .. • ' .' • d -
o �p`ti1 5 TW 505.17 (SEE ARCHITECT'S PLANS) LL -®J _
0 ( h0 0 :I 14 FS 502:17 ., �7 -g; 502.06 7 497.20
6 TF 501.17 ° FS x 1N� PIPE
w rn I ,� a. OS 502.78
FIRST FLOOR I TG.
(15.50' I iS.00' s' 8.50 �6, O 1S 497.34 h o
TYP. WALK Q INV
LLI,FF 503.50 A
4' HIGH Sp? } 57<
19
r
Q 2 RETAINING WALL PAD -503.0
c� 7 19 ,y
Q' ' • I TYP: N (SEPARATE PERMIT @'
sy�° +
w REQUIRED) !-:. o��; - ' 498.2Q O'+ / RETAINING WALL 8�
I 11' BASEMENT s INV PAPE �-'1 Q SEPARATE PERMIT REQ'D)
z $ pp:,.a. f: FF -493.1 7 1.0%. 18 '�- sa;.- �O�o 42' HIGH W.I. 15
o ( 1'• 1 �. , - - �o .. 1 42'• HIGH W.I.GUARDRAIL 15 >r9 `900 '?SV, X x '' , GUARDRAIL
® 12" TYP. -- PAD - 9 2. 4 0�0� ,;� ,.� ooh ��o x i (s R Q D)
- 4 8 - i.9 ,f �Q - (SEPARATE PERMIT E
FS 501.52 .: .k �o� TG 502.47 y
h�
T �oS o 1W 505.00 . S;;s.a . �c� 0 50% !�lN,--- 18 INV 500.20
X m 11 0 ze. I
TF 500.52 IFG 502.00 �S?, 0.501 MIN._
73 I TF 501 00 a
4:1
40
EXISTING RETENTION BASIN
498.14=100YR HGL
495.5=FG
4' WIDE CONCRETE PATHWAY
(SEE GRADING, PAVING & DRAINAGE PLANS)
l99
32.50'1 PL TO BLDG. COR. ...,r...,r..:....:.. ..,, �._..., . x_, sed' 1 502.5b �� Q ,S�?O 16 REMOVE EXIST.
(,� 2.0% 5' So O jT ; c° 502.38 _ : X h001. AND 8 M
...
I,c�<a� 1 O`ti' i d h x --x x x x_- x---x-x-x-x- x-x-x-x�x; -x x D. LEACHFIELDA st9
Ed 0 PLANiFR h> v N 1 1 1; 1 1 (l , i 4 3r 71' t iso ' o PLANTER FG 1�C f
r - WM TC 501.40 vi
I W� F 500.90 5p4.44 Q 50� .58'� . ' Sat o na T 1 ti��F a
EDGE OF CONC. 640%
U ( 501.28 FS ; --F` .2.04%' . '�' �p O.S% -- 35.01 9 6.67-- : 5' 1497.94
rrS~ 2.04% ,.
z PARKING AREA 4.56% p FS _' .....r. �.",.-
LU I
--
w 179.63 I +�...,,,,
i� 6 x 5 z� `� 500.47 qT
. I x`01 10' I LANDING PROP. UNE hod' ,U� ADA HANDRAIL 17 500.57 ��� ` �19gn
iio r ' K
• 10 - (n �,o° M SLOPE-2.O�G z 60 4`� (SEE DETAIL. SHEET 2) FS -GB FS -GB c
P.U.E. W I` �V P.U.E. I o v `V s a,
r [2Jj xy� ,
a . �• .._ � � 9 TW 503.50
a- (n 5 x 5 LANDING ,/I U
X11
TW 503.50 SLOPE -2.09: TF 501.00 5' x 5' ��oo '� 496.00 i"
„.
M TF 501.00 TW 502.50 ,
LOT 32<. .... ,,w .. -..... , a .w TF 500.00 sr 4 FS �j
SCOPE=2.09G
Q �o' PLM g VARIABLE HEIGHT RETAINING WALL 8 9 TW 501.50 s�o�� 99
(� WITH W.I. FENCE TF 499.00 X0,1 �c�'
=
(SEPARATE PERMIT REQ D)
FF 502.50 TW' 500.50 yob �' 4' WIDE CONC. PATHWAY
PAD = 502.0 U
A TF 498.00 0
I 2 TW 499.50 j
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I CONSTRUCTION NOTES. � � 4' 1scOPE 0a
1 CONSTRUCT 4" THICK CONCRETE WALK W/0 CURB, PER CITY OF LA OUINTA STD. DWG. N0, 240 14 CONST, 6" CONCRETE MEDIAN CURB PER CITY OF LA QUINTA STD. N0. 210
2 CONSTRUCT 6" THICK CONCRETE PARKING LOT TO DIMENSIONS SHOWN ON PLAN 15 INSTALL 42" NIGH W.I. FENCE AS GUARDRAIL FOR POOL AREA (SEPARATE PERMIT REQUIRED)
3 INSTALL DETECTABLE WARNING MAT CONSISTING OF TRUNCATED DOMES PER CBC CHAPTER 118, DIVISION 11, DETAIL SHT. 2 16 REMOVE EXISTING SAND FILTER AND LEACH FIELD tv INSTALL °MAXWELL PLUS°
4 INSTALL "HANDICAP PARKING ONLY' AND VAN ACCESSIBLE SIGN, ON e DIA. CONCRETE BOLLARD, PER DETAIL SHEET 2 1 INSTALL HANDRAIL PER ADA REQUIREMENTS (SEE LANDSCAPE ARCHITECT'S DWGS.) DRAINAGE SYSTEM LU
5 INSTALL 4' CONC. WHEELSTOPS PER DETAIL SHEET 2 18 INSTALL 12" x 12" AREA DRAIN, NDS -1212 OR APPROVED EQUAL, PER DETAIL SHEET 2 SEE SHEET 2 FOR DETAILS
6 PAINT 4" BLUE DIAGONAL STRIPES &SYMBOL PER DETAILL SHEET 219 INSTALL 4' DIA. PVC DRAIN PIPE, 5=1.0%, PER DETAIL SHEET 2
7 PAINT DOUBLE 4" WIDE HAIRPIN STRIPES 012" O.C. PER DETAIL SHEET 2 0 INSTALL 2' X 2' AREA ROCK RIP-RAP�+�� t3� �1 �ilrl7tlTtU
8 CONSTRUCT VARIABLE HEIGHT RETAINING WALL -TYPE 1 PER CITY OF LA QUINTA STD. (SEPARATE PERMIT REQUIRED) 1 INSTALL "MAXWELL. PLUS' DRAINAGE SYSTEM PRIMARY SETTLING CHAMBER PER DETAIL SHEET 2 21 t � h .(of 1� (,),UI
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9 CONST. COMBINATION 3' MASONRY WALL AND 3 W. I. FENCE PER LANDSCAPE ARCHITECTS DWGS. (SEPARATE PERMIT REQ.) 2 INSTALL MAXWELL PLUS" DRAINAGE SYSTEM SECONDARY SETTLING CHAMBER PER DETAIL SHEET 2
10 CONST, 3' W. I. FENCE PER LANDSCAPE ARCHITECT'S DWGS. (SEPARATE PERMIT REQ.) 3 INSTALL HANDRAIL PER DETAIL SHEET 2 � �
11 CONST. 5' W. L FENCE PER LANDSCAPE ARCHITECT'S DWGS. (SEPARATE PERMIT REQ.) N
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12 CONST. CONCRETE DRIVEWAY PER CITY OF LA QUINTA STD. N0. 221 r
` / CONST. 4' HIGH MASONRY WALL PER LANDSCAPE ARCHITECT'S DWGS. (SEPARATE PERMIT REQ.)
( S.D.P. 2003- 779 .
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UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE APPROVED BY: CITY of L�\ QUINTA 78-900 Avenue 47 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
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ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Oe 'Yq� 2�Lk��, La Qui�ta, CA 92253 pe(� /�('�/�OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONITRACTOR WILL BE �. �X 0• �� ~~ PRECISE GRADING PLAN SHT.
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 4,4 �� �p �2 Voice-, 760-771-4013
�� p c� 0THY ONA ON EXP. DATE: 12/31 /06 �`�. FAX: 760-771 4073
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. �' `�' "
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT No4 20596 r" m R.C.E. 458 mdsIocjuinto@mdsconsuIfinq.net C H u t r r dslaquintoQmdsconsulting.net COMMUNITY CENTER -RESIDENCE CLUB
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL Exp. 9-30-07 PRE D UNDER THE DIRECTION OF: OF SHTS.
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO # * LOT 313 ANEI�'DED TRACT NO 57627
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM 'p- TIL ��Q PLANNERS E N G 1 N E E R S SURVEYORS t t w
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL
.LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE F CA �� ���j �'` SCALE: SEE ABOVE BENCH MARK: PD -103-3-70 FD. 1 1/4" O.D.I.P. FILLED W/CONC. IN 5 -
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING MARK REVISIONS APPR. DATE STA LEY C. ORSE EXP. „DATE: 9 O.D. CONC. COLLAR DN. 0.6', 330' NORTH OF C.L. INT. OF A PORTION OF THE NW1 4 OF SECTION 16 T.6S., R.7E. S.B.M.
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. /30/07 WASHINGTON STREET & 52nd AVENUE & 6.2' SOUTH OF PPS 98927D. Et EV. 540.110
CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: R.C.E. 20596 DATE: JUNE, 2006 CONTOUR DATUM IS SEA LEVEL PLUS 500 FEET TO AVOID NEGATIVE NUMBERS. FOR: NADADOR, LLC W.O. No: Q
FILE, I1\58800\PG\CLUBH0USE.dwg 10-17-06
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