RG2015-0009MADISON CLUB
z
o
0
LL
LL
AVENUE 50
MONROE S
Z
Ow
1Y
AVENUB:52
JACKSON ST.
LL PROJECT SITE
AVENUE I 54
VICINITY MAP
N.T.S.
GRADING NOTES:
1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS
REPORT, NO. 15-10-438, DATED:OCTOBER 20, 2015, PREPARED
BY: SLADDEN ENGINEERING, TELEPHONE NO. (760) 250-1670
2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE
SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH
THE PLANS, SPECIFICATIONS, AND CODE WTHIN THEIR PURVIEW.
3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING
GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS, AND CODE CHIN HIS PURVIEW.
4. 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.
5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6' ON
THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT.
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M.
SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT.
8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF
0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL
SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0,50X
9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF
MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010
OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. HELD DENSITY SHALL BE
DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR
EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4,5"
CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH
GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER
SHALL APPROVE THE FINAL STREET SECTION.
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS
AFTER SUBMITTAL OF R' VALUE TESTS FOR ROADWAY SUBBASE.
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS
ENGINEER OR APPROVED TEST 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.
13, 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.
14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED
PRIOR TO PAVING, INCLUDING BUT NOT LIMITED T0, THE FOLLOWING: SEWER,
WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE.
15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER
SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFlLL IS SUITABLE FOR THE
INTENDED USE.
16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR
SEPARATE BUILDING PERMIT(S).
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF
STORMWATER 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.
18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES
AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY,
UTILITIES
COACHELLA VALLEY WATER DISTRICT
IMPERIAL IRRIGATION DISTRICT (IID)
THE GAS COMPANY
VERIZON
TIME WARNER
UNDERGROUND SERVICE ALERT
(760) 398-2651
1-800-303-7756
(760) 323-1851
1-800-483-5000
(760) 340-1372 EXT. 281
1-800-227-2600
DIAL TOLL FREE
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
REVISIONS
DATE
NO.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ROUGH GRADING PLANS
FOR MADISON CLUB PARCELS 1, 2, AND 3 OF PARCEL MAP NO. 36855
SECTION 10, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN
OWNER/APPLICANT:
EAST OF MADISON, LLC
80955 AVENUE 52
LA QUINTA, CA 92247
(760)-391-5072
CIVIL ENGINEER:
RCE CONSULTANTS
24422 AVENIDA DE LA CARLOTA
SUITE 300
LAGUNA HILLS, CA 92653
(949) 453-0111
SURVEYOR:
GUIDA SURVEYING INC.
9241 IRVINE BLVD.
IR'NE, CA 92618
(949) 777-2000
SOILS ENGINEER:
BRETT ANDERSON
SLADDEN ENGINEERING
77725 INFIELD LANE
SUITE 100
PALM DESERT, CA 92211
(760) 250-1670
LEGAL DESCRIPTION:
PARCELS 1, 2, AND 3 OF PARCEL MAP NO. 36855, IN THE CITY OF
LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS
SHOWN BY MAP ON FILE IN BOOK , PAGES THROUGH ___,
INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF
SAID COUNTY: AND LETTERED LOT P ON TRACT MAP 33076-1, IN
THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, FILED IN BOOK 388, PAGES 57 THROUGH 79, INCLUSIVE,
OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY.
ASSESOR'S PARCEL NUMBER:
767-700-031
767-700-030
767-890-009
767-890-010
767-890-D16
FLOOD ZONE:
FLOW ZONE DESIGNATION "X" AS SHOWN ON FEMA PANEL
NO. 06065C2261G EFFECTIVE DATE AUGUST 28, 2008.
ABBREVIATIONS
AC ACRE
CL CENTERLINE
FS FINISHED SURFACE
EOP EDGE OF PAVEMENT
ELEV ELEVATION
(E)
MIN
MAX
NO
(P)
PUE
ROW
SF
TYP
EXISTING
MINIMUM
MAXIMUM
NUMBER
PROPERTY LINE
PROPOSED
PUBLIC UTILITY EASEMENT
RIGHT-OF-WAY
SQUARE FEET
TYPICAL
LEGEND
PROPERTY LINE
EXISTING CENTERLINE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED PAD LIMIT
DAYLIGHT LINE
R
� � CONSULTANTS, INC. C46559
SIGNATURh
P.E.
0
'L
tea//G
06.30.17
EXP.
O
e4
EARTHWORK
RAW CUT: 105 CY
RAW FILL: 327 CY
TOTAL IMPORT: 222 CY
i>6/
7141,81,1141
�.� .YP"
}Urn N L. aJt la-1
MaE. zlP a./0Y-72
SHEET INDEX
1 TITLE SHEET
2 ROUGH GRADING PLAN
MIN 2.0%
MAX 3:1
R/'
22' PUE & IID EASEMENT
12' LANDSCAPE &
DRAINAGE EASEMENT
14'
26'
........................
"1""r181 ° k W. S fl-.
u ".IFIT MP'"
TnAg-r ;, ft Sias,8-1
...__.._ I..... N.: BAFFIN AVE....
LOT
EASEMENT NOTES
NUMBERED AND DESCRIBED PER FIDELITY NATIONAL TITLE
COMPANY, ORDER NO.: 996-23054189-EH1 DATED 10/15/2014
13 EXISTING 22' WIDE PUE EASEMENT PER TRACT
33076-2/MB 393/61-80
14 EXISTING 12' WIDE LANDSCAPE AND DRAINAGE EASEMENT
PER TRACT 33076-2/MB 393/61-80
nEXISTING 22' WIDE HD EASEMENT PER TRACT
33076-2/MB 393/61-80
nEXISTING 26' WIDE STORM DRAIN EASEMENT PER TRACT
33076-1/MB 388/57-79
14'
R/W
22' PUE & IID EASEMENT
12' LANDSCAPE &
DRAINAGE EASEMENT
(E) DRAINAGE SWALE PER
ROUGH GRADING PLANS
24422 Avenida de la Carlota
Suite 300
Laguna Hills, Ca. 92653
Phone: 949,453.0111
18" REINFORCED
SHOULDER
18" REINFORCED
SHOULDER
2.0X
DECORATIVE EDGE
PAVING
3.0° A.C. OVER 3.0" A.C. OVER
4..5" CRUSHED A.B. 4..5' CRUSHED A.B.
DECORATIVE EDGE
PAVING
EXISTING PIKE PLACE (PRIVATE STREET) CROSS SECTION
N.T.S.
BENCH MARK DATUM CORRECTION:
MIN 2.0%
MAX 3:1
(E) DRAINAGE SWALE PER
ROUGH GRADING PLANS
SUBTRACT 1000.00 FEET TO ALL ELEVATIONS SHOWN HEREON TO REFLECT
ACTUAL MSL ELEVATIONS RELATIVE TO THE BENCH MARK DATUM.
BASIS OF BEARINGS
THE NORTH LINE OF THE NW 1/4 OF
SECTION 9, TOWNSHIP 6 SOUTH, RANGE
7 EAST, SAN BERNARDINO MERIDIAN PER
PM 44/67-68 SAID LINE BEARS
N89'46'12"E
BENCH MARK
ELEV = 972.241
PD 3 3W
MONUMENT IN HANDWELL AT THE
INTERSECTION OF WASHINGTON ST & 42
AVENUE ELEV = 117.05'
GRAPHIC SCALE
300 0 150 300
600
\
VARIES 1
5' MIN.
(IN FEET )
1 Inch = 300 ft.
r
TRANSITION
40.• AREA
BLDG. PAD
I. (SEE PLAN) al
IY e
w
a
LANDSCAPE
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE
CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
2. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS
DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL
CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT.
ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES.
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48)
HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760)
777-7048.
5. 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. THE
CONTRACTOR 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 UTIUTIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL. REPLACEMENT, OR RELOCATION OF ALL
REGULATORY, WARNING AND GUIDE SIGNS.
7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC
CONTROL SIGNS, TRAFFIC SWIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION.
8. 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 UCENSED LAND SURVEYOR ONLY.
9. 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 THROUGH FRIDAY 7:00AM TO 5:30PM
MAY 1ST TO SEPTEMBER 30TH; MONDAY THROUGH FRIDAY 6:00AM TO 7:00PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOUDAYS. NO REDUCTION OF THE TRAVELED
WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS. ORE WHEN ACTIVE WORK IS
NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER.
NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM
UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER.
10. 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.
11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE
CALIFORNIA STATE MANUAL OF WARNING SIGNS, UGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK
UPON HIGHWAYS IN ORDER TO EUMINATE ANY HAZARDS.
12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE
EUMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO:
A) FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB)
B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND
C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT
SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED
BY THE SWRCB.
NOTES TO CONTRACTOR:
THE LOCATION 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. THE CONTRACTOR
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. THE CONTRACTOR SHALL POTHOLE
PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO WATER OR SEWER CONSTRUCTION AND VERIFY THEIR
HORIZONTAL AND VERTICAL LOCATIONS. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE
BROUGHT TO THE ATTENTION OF RCE CONSULTANTS, INC. THE CONTRACTOR SHALL NOTIFY RCE CONSULTANTS, INC.
PRIOR TO POTHOLING. IF NECESSARY, RCE CONSULTANTS, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL
BEGIN WATER OR SEWER CONSTRUCTION AFTER REVISIONS ARE APPROVED FOR CONSTRUCTION.
RCE CONSULTANTS, INC. MAKE NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS
OTHER THAN ALL SUCH FIGURES, INCLUDING ALL EARTHWORK NUMBER, ARE PRELIMINARY ESTIMATES AND FOR
PERMIT PURPOSES ONLY IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE
FOR CONSTRUCTION AND OR COST PURPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS
BETWEEN ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL BE LIMITED TO NORMAL WORKING HOURS; AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABIUTY ARISING FROM THE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
HIGH POIN 1
PER PLAN TOP OF SLOPE
V--�
VA
t5' MINRIES,
N
A
FS ELEV=(SEE PLAN)'m 1 -=r J - - FS ELEV.=(SEE
PLAN)-1
PLAN)
R/W & EOP7 I I `FLOWLINE SWALE
TYPICAL LOT GRADING DETAIL
APPROVED BY:
TIMO Y R. JONASSON, P.E. DATE
PUBLIC WORKS DIRECTOR/CITY ENGINEER
R.C.E. NO. 45843 EXP. 12-31-16
N.T.S.
BLDG. ENVELOPE
FINISHED PAD
SWALE
R
SWALE
5' 5' 5' 5'
MIN. MIN. MIN. MIN.
4'/
SECTION A -A
N.T.S.
BLDG. ENVELOPE
PLANNING & ZONING COMPLIANCE
GABRIEL PERE4/
PLANNING MANAGER
CITY OF LA QUINTA
DATE
THE SOILS ENGINEER HAS RENEWED THE PLANS AND FINDS THEM TO BE IN
CONFORMANCE NTH , -," •ORT.
REPORT # 15-1
DATE: 10/20/
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ROUGH GRADING PLAN
FOR MADISON CLUB PARCELS 1, 2, AND 3 OF
PARCEL MAP NO. 36855
SECTION 10, TOVVNSHIP6 SOUTH, RANGE7 EAST, SAN BERNARDINOMERIDIAN
BVE7T L.
ANDERSON
No. (:45:039 I n
T9 .. p.a,f3011b ;u
ON11.
ENWW_OlN'=
Ader
AME:
RG 36855 01 TL
1(u4(6
DATE
PROJECT No.
CO
�
SHEET 1 OF 2
R6-2oir- 000q