05-5228 (SFD) Precise Grading Plan----------- - -
99.56
EG PL
107.00TW
101.00TF
101.0 E•
26 oP SF,oq��,Q�FN N
S
ly 6
B
l LOT 110
O �2 (PAD=100.10)
� p0
I I I
107.00TW
101.00TF
105.00TW
\ 10
r„ \(100.34
/ f�} EG
HIGHEST EXISTING ADJACENT
ELEVATION= 100.05 C') y
�ryh �O 100.5
FL
O
1220 CALLE PALOMA :. MN .4 Cl):. N.
(FF 99.80) ® 09 �O
LOT i
" ..: RESIDENCE LOWEST HABITABLE F. F.
/ F.F.-101.80 ELEVATION -101,40 �..
PAD -101.30 a
00
/ 99.85
'..... ' ... ...... .. TC
PL A
100.6 . �7
TF�Fpy 99.49 FL .: ' . ... .. • . • , S s �`
ON EG 107.00TW 1.01.48 99.88
pp�0/SpN 101.00TF}. \, S TC
OAF w w cb .
<` w, 99.75
p 78 TP
MMA
I +
NOTE
A LETTER OF CERTIFICATION FRO THE ENGINEER -OF -WORK STATING THAT THE GRADING HAS BEEN
COMPLETED PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON
ALL FILL AREAS IS REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. COMPACTION WITHIN THE
BUILDING PAD MUST BE AT OR ABOVE 95% COMPACTION BASED ON ASTM D1557.
e
e
20.84'
TC
TP
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE:
TOM HARTUNG DATE DOUGLAS R. EVANS DATE
BUILDING AND SAFETY DIRECTOR COMMUNITY DEVELOPEMENT DIRECTOR
CITY OF LA QUINTA CITY OF LA QUINTA
GRADING NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND REIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS
ORDINANCE NO. 461, LATEST EDITION.
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNMENT AGENCIES
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE
FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UTILITIES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING
AND GUIDE SIGNS.
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC
STRIPPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER.
6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND
DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER
BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY.
Z GRADING SHALL BE DONE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE,
LATEST EDITION, AND SOILS REPORT NO DATED _
PREPARED BY _ TELEPHONE
8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR
CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS.
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY
DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY.
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE
PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1st TO APRIL 30th: MONDAY - FRIDAY 7: 00 AM TO 5:30 PM / SATURDAY 8: 00 AM TO 5: 00 PM
MAY 1st TO SEPTEMBER 30th: MONDAY - FRIDAY 6:00 AM TO 7:00 PM / SATURDAY 8:00 AM TO 5:00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY.
11. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED
BY THE SOILS REPORT.
12. MAXIMUM CUT AND FILL SLOPES - 2:1
13. ALL FILL MATERIAL PLACED UNDER THE STRUCTURE SHALL BE COMPACTED TO NINETY-FIVE PERCENT (959) RELATIVE DENSITY.
14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 27. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES SHALL BE 0.509
15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY FIVE (95) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM
BUILDING CODE SEC. 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMED IN
ACCORDANCE WITH THE UNIFORM BUILDING CODE, SEC. 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
16. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C./ 4.5" CRUSH A.B., ADDITIONAL SOIL TEXT SHALL
BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION.
17. LOCATION OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL
BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
18. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT
LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT
THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
20. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING
PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY. WHETHER SAND CONE OR
DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO
VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER.
22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT.
23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING
SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS
24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE
COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW.
25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE
WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
26. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TEST FOR
ROADWAY SUB -BASE.
27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING
CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM
DRAINAGE RETENTION/INFILTRATION FACILITIES. THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A
PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES.
28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL
PLAN APPROVED FOR THIS PROJECT.
ti
�] ry
��.7�a0 �`� �..� � •�..,,� \ ��,. '' 00, 99.96 CY
05 Z
TC V
99.79
�. \ s TP V
51225 CALLE QUITO { \ ;'
(F. F. =102.10)
\, 100.1' /
107.00TW FL
101.00TF .� j NOTE: AVENUE 52
DRIVEWAY APPROACH REQUIRES A SEPARATE
LEGEND
PERMIT AND INSPECTION FROM CITY OF LA QUINTA
PUBLIC WORKS DEPARTMENT. FF FINISH FLOOR ELEVATION
99,89 r FG FINISH GROUND
EG NOTE FS FINISH SURFACE
GB GRADE BREAK
10.50' / ALL FILL MATERIAL PLACED UNDER THE STRUCTURE GF GARAGE FLOOR
PROPOSED
RESIDENCE
Z UJz
PROPOSED BLOCK WALL Q
o� F.F.=101.8
51225 CALLE QUITO 1.50' PAD -101.3
FF= (102.10) MAX• - - - -
Earthwork Quantities 2`M 2a�r
FILL - 280 C.Y. \'�'��'�
CUT - 0 C.Y.
NOTE: I
Quantities shown are for permiturposes only.
Contractor is responsible for his/her own
Quantities SECTION A -A
NO SCALE
Topography done by Hacker Engineering
In MARCH of 2005 .
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 aggrees 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.
BENCHMARK:
DIGAI ER T BENCHMARK NO.: ASSUMED
LOCATION. LOCATED AT THE CENTERLINE INTERSECTION
q % DIAL TOLL FREE OF AVENIDA DIAZ AND CALLE DURANGO,
�
-1-800-227-2600 ON TOP OF 1 IRON PIPE.
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERQROM SERVICE ALERT OF SOUniM CALF011NIA ELEV. = 100.00 T.P.
PROPOSED BLOCK WALL
PAD= (100.10)
SECTION B -B
NO SCALE
flACKH CNGINCCRING, INC.
t CIVIL ENGINEERING - LAND SURVEYING - PLANNING
68487 Highway 111, Suite 43
Cathedral City, CA 92234
Phone: (760) 202-1800 Fax: (760) 202-8267
ongineer@hackerengineering.com
9.94
No. 55606
Exp. 12/31/06
11 F1_ V
PREPARED BY: DATE: 02/02/06
r---\
MICHAEL HACKER
R.C.E. N0. 55606 EXP. DATE: 12/31/06
APPROVED BY: DATE:
R.C.E. NO.
EXP. DATE:
SHALL BE COMPACTED TO NINETY FIVE (957.)
1.50'
ZOg• M
----- 4`M/�
2.1 MAY
' \W�\
51i"
FINISHED ELEVATION .......
PUE PUBLIC UTILITY EASEMENT
PROPOSED BLOCK WALL
PAD= (100.10)
SECTION B -B
NO SCALE
flACKH CNGINCCRING, INC.
t CIVIL ENGINEERING - LAND SURVEYING - PLANNING
68487 Highway 111, Suite 43
Cathedral City, CA 92234
Phone: (760) 202-1800 Fax: (760) 202-8267
ongineer@hackerengineering.com
9.94
No. 55606
Exp. 12/31/06
11 F1_ V
PREPARED BY: DATE: 02/02/06
r---\
MICHAEL HACKER
R.C.E. N0. 55606 EXP. DATE: 12/31/06
APPROVED BY: DATE:
R.C.E. NO.
EXP. DATE:
SHALL BE COMPACTED TO NINETY FIVE (957.)
HP HIGH POINT
RELATIVE DENSITY.
PAD FINISH PAD ELEVATION
EXISTING ELEVATION ......
EG EXISTING GRADE
FINISHED ELEVATION .......
PUE PUBLIC UTILITY EASEMENT
SOILS ENGINEER CERTIFICATE
TC TOP OF CURB
INE
PROPERTY LINE-
FL FLOWLINE
WE ARE AWARE THAT THIS LOT IS LOCATED WITHIN A
INV INVERT
FLOOD ZONE AND WILL REQUIRE RELATIVE COMPACTION
TG TOP OF GRATE
OF 95 PERCENT OF MAXIMUM -DENSITY OMPACTLON
TESTING-SHOUL�-BE PERFORMED DURING GRAD 7111
TW TOP OF WALL
E�FY COMPACTION. A LETTER SHALL BE SUBMITTED
TF TOP OF FOOTING
0 THE CITY OF LA QUINTA STATING THAT ALL FILL HAS
TOS TOP OF SLOPE
B LACED ACCORDING TO THIS PRECISE GRADING PLAN.
BOS BOTTOM OF SLOPE
SCREEN/GARDEN WALL
WS WATER SURFACE
BY.
TP TOP OF PAVEMENT
(NAME) (REGISTRATION) (DATE)
LEGAL DESCRIPTION
CITY OF LA UU111-fA
LOT 109
DATE
DESERT CLUB TRACT UNIT NO. 5
Works/Engineering Dept.
M.B. 21/61
Public
APN 770-143-009
JOB NUMBER JE050227
FOR: MIKE BRAUKMANN
OWNER/DEVELOPER
Date: b�
MIKE BRAUKMANN
P.O. BOX 517
By:
LA QUINTA, 92247
760-485 69
VICINITY MAP
NO SCALE
EXISTING CONTOUR - - - -
----(100)----
PROPOSED CONTOUR
100
EXISTING ELEVATION ......
(100.50)
FINISHED ELEVATION .......
101.50
DRAINAGE SWALE ,_- •
. - . +�-- -
INE
PROPERTY LINE-
CENTERLINE
CENTERLINE
-
RIGHT-OF-WAY (R/W)
- -
EXIST. 8"SEWER LINE---------S8----
EXIST. 8"WATER LINE-------W8------
EXIST. BLOCK WALL _
_ _ _ =
RETAINING WALL
f��r
SCREEN/GARDEN WALL
DWG. NAME
ROOF DRAIN CONNECTION
CONCRETE FINISH
SITE ADDRESS:
51205 CALLE QUITO
LA QUINTA, CA
FLOOD ZONE:
ZONE AO
UNAUTHORIZED CHANGES & USES:
IN THE CITY OF LA QUINTA, CALIFORNIA
S H E E T
1-1
The engineer preparing these plans will not be
responsible for, or liable for, unauthorized
changes to or uses of these plans. All changes
to the plans must be in writing and must be
approved by the preparer of the::e plans.
PRECISE GRADING PLAN
LOT 109
DESERT CLUB TRACT UNIT NO. 5
APN 770-143-009
DWG. NAME
DRAWN
JE
SCALE " -_ 10
FILE NO.
06007
DATE
BY
DESCRIPTION
APP'D
DATE
DESIGNED JE
JOB NUMBER JE050227
FOR: MIKE BRAUKMANN
R E V I S I O N S
CHECKED MH
I
DATE 02/02/06