06-0035 (BLCK) Precise Grading Plan(66.19)
(62.90TF)
EXISTING
WALL -
74
(PE=63.8)
r EXISTING
1 5- WALL^
(PE= 63.9)
D v1
(PE=62.7)
EXISTING
WALL
0
0
0 15 30 60
GRAPHIC SCALE. 1 "= 30'
CONSTRUCTION NOTES
NO. DESCRIPTION
1 CONSTR. 6' GARDEN WALL PER CITY STD. AND ARCHITECT'S PLAN SEP. PERMIT REQ'D
2 OMIT BLOCK TO ALLOW FOR DRAINAGE
3 CONSTRUCT FLAT WORK PER ARCHITECTS PLAN.
4 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEETS
5 4 " THICK PCC DRIVEWAY
6 11CONSTRUCT COMBINATION GARDEN RETAINING WALL SEP. PERMIT REQ'D
PRIVATE ENGINEER'S NOTES TO CONTRACTOR
The existence and location of any underground utility pipes, conduits or structures shown on
these plans are obtained by a search of the available records. To the best of our knowledr
trr v u:_V ;i, �;;;s-Ling utilities except as shown on these plans. The contractor is required to take
due precautionary measures to protect the utility lines shown on these drawings. The contractor
further assumes all liability and responsibility for the utility pipes, conduits or structures shown or
not shown on these drawings.
Construction contractor agrees that in accordance with generally accepted construction practices,
construction contractor will be required to assume sole and complete responsibility for job site
conditions during the course of construction of the project, including safety of all persons and
property; that this requirement shall be made to apply continuously and not be limited to normal
working hours, and construction contractor further agrees to defend, indemnify and hold design
professional harmless from any and all liability, real or alleged, in connection with the performance
of work on this project, excepting liability arising from the sole negligence of design professional.
120
M=MAI Al 11'1 A e% --%
REVISIONS. -
NO. BY DATE
1 MH 11 15 05 REMOVE
t Notice Underground Service Alert /-)
Section 4216/4217 of the Government Code requires
a Dig Alert Identification Number be issued before a
'Permit to Excavate' will be valid. For your Dig Alert
Identification Number call Underground Service Alert
TOLL FREE at 1-800-227-2600 two working days
before you dig. FW
C1 '_ fY OF LA UUN'
Public Works/Engineerin
9 Dept"
APPROVED
Dail" L``�
By:
E3 Planning Commission
0 City Council -
CO3ir1U- its Bev. Dept. Y ,
Initials ......
Case No. rw ? C
�Exhibit vts)4,-J
YACKER INGINIERING, INC.
DESCRIPTION APP DATE CIVIL ENGINEERING - LAND SURVEYING - PLANNING
CONST. RET. WALL
68487 Highway 111, Suite 43
_ Cathedral City, CA 92234
Phone: (760) 202-1800 Fax: (760) 202-8267
engineerQhackerengineering.com
PREPARED UNDER THE DIRECT SUPERVISION OF:
MICHAEL D. HACKER, R.C.E. NO. 55606, EXP. 12131106
DATE
APPROVED FOR PERMITTING:
TOM HARTUNG
BUILDING & SAFETY DIRECTOR
CITY OF LA QUINTA
PLANNING & ZONING COMPLIANCE:
DATE I DOUGLAS R. EYANS
COMMUNITY DEVELOPMENT DIRECTOR
CITY OF LA pUINTA
%
� 0
CHECKED AND RECOMENDED FOR APPROVAL BY.•
DATE KURT M. SAXON
R.C.E. NO. 44180, EXP. 06/3%5
SAXON ENGINEERING SERVICES
1R1Me
1st SUBSTITUTE MYLAR
DATE
This mylar is identical to the mylar approved
by the City Engineer on
except for the revisions noted hereon.
Al
MICHAEL D. HACKER EXP. 12/31106
BENCH MARK: PD-2-2
QRaF. pal EST 12163; BEING A HANDWELL CITY OF LA Q UINTA
®
a4,��MONUMENT LOCATED 1.2 MILES N ALONG
JEFFERSON ST. FROM INT. OF JEFFERSON PRECISE GRADING PLAN
j 50 ST. & MILES AV. TO INT. OF JEFFERSON �p p
No. 55606 ST. & KINGSTON DR., 81.00' NW FROM TRACT NO. 29323-4
*' Exp. 12/31/06 * SCALE: AS SHOWN N&T ON SW SIDE OF PALM TREE, 57.70'
PLOT DATE: 0211 110 NE FROM N&T ON N SIDE OF PALM TREE, LOTS 1-247 89-�91
SA CIVIL off- DESIGN BY: W P 57.50 SW FROM N&T ON NW SIDE OF
OF CN_\F PALM TREE, 50.33' SE OF N&T ON NE A PORTION OF THE S.E. 114 OF SEC. 17, T. 5S., R. 7E., S.B.M.
DRAWN BY: M.G. W.P. SIDE OF PALM TREE, 730.05' N OF FD.
CHECKED BY: J.R. IRON PIPE. ELEV.=55.823 -W.-O. 030309 FOR: CORNERSTONE DEV. DWG. 030309— —
4 PG02
SHEET 2
OF 5_
FILE NO.