06115/
..k6@ ---PROP. 26' GOLF \
6 _ —
-, S6
I 48 W
•`. may. / � A � A
?�'ry / // \ \..-....flAYUGHT (TYP.)
--- \/ PARCEL 1 \ \
� / PER PARCEL MAP 36300
/4v / PAD=984.5 PROP. GOLF SD PER \
GOLF BACKBONE SO PLAN
6891
—ki43p0 ( PROPOSED LOT LINE
0�W _7 PER TRACT MAP 36300
a /LO
/ �z
—_ z g
-a
/ C /
(� / w
\ 1
ZE
irF. GOLF( I i PARCEL 2 \� �?; 100
I // PER PARCEL MAP 36300 \ £ \PAD=983.67
AI
)/ PAD=985.0 LANDSCAPE 22' P.U.E. & \ a9� 1 � IID EASEMENT 1 z
N=575j0(0 GbQI DRAINAGE
NOTES: E-1 / O I PER PPH SE54 EASEMENT
1. MODIFICATION TO PAD ELEVATIONS FOR PARCELS 1 & 2 OF PARCEL MAPI / L _ _ SD PUNS GRADING AND SLOPE FOR LOT' I £ y
36300 IS IN CONFORMANCE WITH SPECIFIC PLAN 99-035 AMENDMENT #1, 100 PER PRECISE GRADING (n
/ PLANS AS APPROVED BY THE
81.29 \ � CITY OF LA QUINTA
2ECTOTNMODIFICATONSICARE PERATIONS TTRACTRMAPD363001NG' N6rarsrwns.66' \ /� \�
SIC
s F i
PROP. PAIN I - - - - _ !@ �� c ��� Rl 4 y qgo �\ Il �/�
YAS9 GR / P1AN9 1 � '
1
I103 . 11+00 9 - e.2FL
I Pao=986.0
I_ s6 �—� 4s
' LOT' nP° n I \ \ 958 __J'----.-"`-... I Fs
q� y \ 980.58 FS rip ° 2+00
(TRACT 33076-1) I h. I i � � � Bis O
/ I i \ 9 .80 FS PROP.
SW.._pLANS PROP. SD PER
I i 3� °sC9 PHASE .Z.--
\\ RC
PROP. SO 980.77 FS
I----------�/ �6� \\@L MANHOLETO
---_.. —.
81= LOCATED-- --_-_-_--
/
—--- — --- — ---
I N8929'36"W 146.25' _ - - -- -� - - - - - -/i��
I I
lPROP. 12'
- I
/ "LANDSCAPE & / I L{„'
/ ,
DRAINAGE / I
/OVER -EXCAVATION I LIT EASEMENT
IM(TYP.) I I
22' P.U.E. & I I BLDG. ENVELOPE I I
l `V� / IID EASEMENT I (TYP•) /
/
1041 07
PAD=986.0 /
�� o?
l ' / / c / v PAD=983.0
c/1 / 106 /
/ vZ PAD=984.0 C/F
nPn
/ I
% — ----——— — — — — ——
I N89'29'36"W 152.51'
OVER -EXCAVATION
LIMIT (TYP.)�
N -
r 58 /
/ 105 % E /
PAD=986.0 20 9a`
; LOT ."RW1
CART PATH
(TRACT 33076-1)
P
,/ MASS ORAD N
EVA
/
� j` / RECORD DRAWING
WATER —�� - = � / %
W97E WA-' -PLAN � 1-^�,;. / / This record drawing is identical to the myiar approved by the City Engineer on
07/11/06 except for the revisions noted hereon. The revisions document the
Installed design to the best knowledge of the EOR following post construction
review b and under the direction of the EOR contractor discussions and review
F
a
/ . DAYLIGHT (TYPJ WATER EASEMENT
985.8 FL/HP !/ is made q (ALE
3Ay - of construction plan annotations. Full time construction observation services GRA
PHIC were not provided and therefore, no representation ' regarding the quality 40 0 20 40 80 120
��OOd of constructs functionality, r materials utilized. PapFEssrpN
i I / TEE BOX � 1 Ea "'
'on fu lit o
N=5000.00 _ / 4� Et0 L. C Fy
E=17500.00 I / y .Z•P
-------� _ �" _--I— -- --- - -- i � C' IN FEET)
BENCH MARK DATUM CORRECTION: N0. F 1 inch= ao n.
6-30- >
. / /Yf EXP. 6-30-21 * E
0
®
SUBTRACT 1000.00 FEET TO ALL ELEVATIONS SHOWN HEREON TO REFLECT ® ��h a1CMAX0 �
°1
ACTUAL MSL ELEVATIONS RELATIVE TO THE BENCH MARK DATUM. N
REVISED PAD ELEVATIONS ON PARCELS 1 AND 2 FOR 5/24/1 0 STAMP BASIS OF BEARINGS. BENCH MARK APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA DRAWING NAME:
TRACT MAP 36300. PREVIOUSLY LOTS 101 AND 102 / " ��,.- 24361 EI Toro Rd
V
Suite 230 ROUGH GRADING P LAN RG -0001 MDC-08-16cs-delta3
FOR TRACT MAP 33076-2 (46559 mor
P.E. Laguna Woods, CA 92637 Esse
REVISED PAD ELEVATIONS ON LOT 100 1/5/21 RICHARD L. CLARK Phone: 949.453.0111 �.,g�PRD L, e� THE NORTH LINE OF THE NW 1/4 PROJECT No.
— EXP. 6/30/21 Fax: 949.453.0411 N0. C4b559 0 SOUTH, RANGE 7°EAST, SAN MONUMENT INSHIP 6 DHANDWELL AT THE /JJ j, �-- �jlz MADISON CLUB
/I/`' /7 / 0001 MDC
Consultants Inc. EXP.6-30-21 BERNARDINO MERIDIAN PER PM INTERSECTION OF WASHINGTON ST PHASE 2
/ . . 44/67-68 SAID LINE BEARS & 42 AVENUE ELEV=117.05' BRYA MCKINNEY, Pf. DATE
DESIGNED BY: M.L.V. CHECKED BY: J.W.P. SCALE: FILE NO. sr�alCMPLI I. N89'46'12"E CITY ENGINEER RACT MAP NO. 33076-2 AND PARCEL 1 & 2 OF PARCEL MAP 36300 SHEET 16 OF 19
Uf 2tq/2.1 REVISIONS DATE N •DRAWN BY: M.L.V. DATE: 1" = 40' 0502 R.C.E. NO. 49418 EXP. 9-30-22 PORTIONS OF SECTION 10 T.6.S. R.7.E. S.B.M.
n n_ r
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C61
8'31'41"
1900'
282.80'
141.66'
C123
2438'20"
395'
169.86'
86.26'
C124
1'55'41"
150'
5.05'
2.52'
C125
25'57'43"
150'
67.97'
34.58'
C126
8'46'01"
150'
22.95'
11.50'
C127
72'35'30"
65'
82.35'
47.74'
C128
451552"
65' 1
51.35'
27.10'
C129
19'23'33"
65'
22.00'
1 11.11'
C130 I
19'23'33"
65'
2.00'
1 1.11'
C131
21'49'29"
65'
24.76'
12.53'
C132
6'49'21"
65'
7.74'
1 3.87'
C133
319'53"
1300'
75.58'
37.80'
C134
542'44"
1300'
129.61
64.86'
C135
253'46"
1300'
65.71'
32.86'
F
a
/ . DAYLIGHT (TYPJ WATER EASEMENT
985.8 FL/HP !/ is made q (ALE
3Ay - of construction plan annotations. Full time construction observation services GRA
PHIC were not provided and therefore, no representation ' regarding the quality 40 0 20 40 80 120
��OOd of constructs functionality, r materials utilized. PapFEssrpN
i I / TEE BOX � 1 Ea "'
'on fu lit o
N=5000.00 _ / 4� Et0 L. C Fy
E=17500.00 I / y .Z•P
-------� _ �" _--I— -- --- - -- i � C' IN FEET)
BENCH MARK DATUM CORRECTION: N0. F 1 inch= ao n.
6-30- >
. / /Yf EXP. 6-30-21 * E
0
®
SUBTRACT 1000.00 FEET TO ALL ELEVATIONS SHOWN HEREON TO REFLECT ® ��h a1CMAX0 �
°1
ACTUAL MSL ELEVATIONS RELATIVE TO THE BENCH MARK DATUM. N
REVISED PAD ELEVATIONS ON PARCELS 1 AND 2 FOR 5/24/1 0 STAMP BASIS OF BEARINGS. BENCH MARK APPROVED BY: CITY OF LA QUINTA CITY OF LA QUINTA DRAWING NAME:
TRACT MAP 36300. PREVIOUSLY LOTS 101 AND 102 / " ��,.- 24361 EI Toro Rd
V
Suite 230 ROUGH GRADING P LAN RG -0001 MDC-08-16cs-delta3
FOR TRACT MAP 33076-2 (46559 mor
P.E. Laguna Woods, CA 92637 Esse
REVISED PAD ELEVATIONS ON LOT 100 1/5/21 RICHARD L. CLARK Phone: 949.453.0111 �.,g�PRD L, e� THE NORTH LINE OF THE NW 1/4 PROJECT No.
— EXP. 6/30/21 Fax: 949.453.0411 N0. C4b559 0 SOUTH, RANGE 7°EAST, SAN MONUMENT INSHIP 6 DHANDWELL AT THE /JJ j, �-- �jlz MADISON CLUB
/I/`' /7 / 0001 MDC
Consultants Inc. EXP.6-30-21 BERNARDINO MERIDIAN PER PM INTERSECTION OF WASHINGTON ST PHASE 2
/ . . 44/67-68 SAID LINE BEARS & 42 AVENUE ELEV=117.05' BRYA MCKINNEY, Pf. DATE
DESIGNED BY: M.L.V. CHECKED BY: J.W.P. SCALE: FILE NO. sr�alCMPLI I. N89'46'12"E CITY ENGINEER RACT MAP NO. 33076-2 AND PARCEL 1 & 2 OF PARCEL MAP 36300 SHEET 16 OF 19
Uf 2tq/2.1 REVISIONS DATE N •DRAWN BY: M.L.V. DATE: 1" = 40' 0502 R.C.E. NO. 49418 EXP. 9-30-22 PORTIONS OF SECTION 10 T.6.S. R.7.E. S.B.M.
n n_ r