SWPP2016-0005X\2013\13123\4wg\13123_340 X.dwg 3/24/2014 31814 PM
PROJECT INFORMATION
PROJECT NAME POLO ESTATES ('TM14104) LOT 3
STREET ADDRESS: VISTA MONTANA, LA QUINTA, C4
TRACT/PARCEL NUMBER: 14104/3
TOTAL PROJECT ACREAGE: 2.50
LOCATION OF WATER SOURCE AND FLOW RATE: SPINKLER AND WATER TRUCKS
LOCATION OF BACKUP SOURCE AND FLOW: WATER VALVE LOCATED IN VISTA MONTANA
AT THE SOUTHEAST CORNER OF THE PROPERTY
MAX. CUBIC YARDS OF EARTH MOVEMENT: - CY
AMOUNT OF EXPORT: 0
DISPOSAL SITE/S: NONE
ON SITE STORAGE PILES: 1
PRIMARY SOIL TYPE: FINE GRAINED SILTY SANDS AND SANDY CLAYEY SILTS
DUST CONTROL BUDGET: $22,950
OWNER INFORMATION
OWNERS NAME/S: JAMES A. AND JANELLE M. PAIGE FAMILY TRUST AND CVM & AF, LLC.
OWNERS ADDRESS: 78-365 HIGHWAY 111 1508, L4 QUINTA, C4 92253
CONTACT PHONE NUMBER/S: 818-720-5845
OWNERS SIGNATURE AND DATE:
OWNERS AQMD CERTIFICATION NUMBER:
BEST MANAGEMENT PRACTICE (BMP) IDENTIFlCATION
BEST MANAGEMENT PRACTICES ARE DESIGNED TO PROTECT THE STORM WATER INLET/S.
FOR SPECIFIC DETAILS PER BMP, SEE THE FOLLOWING REPORT
TITLE OF REPORT: SWPPP
COMPANY AUTHOR:: C V F
DATE OF REPORT: JANUARY _2017
THE FOLLOWING BMPS MUST BE EQUIVALENT TO "STORMWATER QUALITY HANDBOOKS
CONSTRUCTION SITE BEST MANAGEMENT PR4CT7CES (BMPS) MANUAL, STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), NOVEMBER 2000.
BMP LOCATION: HTTP://WWW.CABMPHANDBOOKS.COM/CONSTRUCTIONASP
1. SEDIMENT CONTROL
A. SILT FENCE (SEI)
C. PRESERVING EX/STING VEGETATION (E2)
E. STREET SWEEPING AND VUCUUMING (SE7)
G. STABILIZED CONSTRUCTION ENTRANCE (TCI)
B. GRAVEL BARRIER (S£8)
D. STRAW MULCH (EC6)
F. WIND EROSION SHALL APPLY TO PM10 PLAN
H. COMPOST BLANKET (EC14)
2. NON STORM MANAGEMENT BMPS
A. WATER CONSERVATION (NS1) B. DEWATERING OPERATONS (NS2)
C. PAVING AND GRINDING OPERATIONS (NS3) D. ILLICIT CONNECTION/DISCHARGE (NS6)
E. POTABLE WATER/IRRIGATION (NS7)
F. VEHICLE & EQUIPMENT
1. CLEAN/NG (NS8)
2. FUELING (NS9)
3. MAINTENANCE (NS10)
G. CONCRETE CUR/NG AND FINISHING (NS12 AMD 13)
3. WASTE MANAGEMENT & MATERIALS POLLUTION CONTROL
A. MATERIAL DELIVERY AND STORAGE (WW1)
C. SPILL PREVENTION AND CONTROL (V/M4)
E. HAZARDOUS WASTE MANAGEMENT (WM6)
G. CONCRETE WASTE MANAGEMENT (WM8)
L LIQUID WASTE MANAGEMENT (WM10)
B. STOCKPILE MANAGEMENT (WM3)
D. SOLID WASTE MANAGEMENT (WM5)
F. CONTAMINATED SOIL MANAGEMENT (WM7)
H. SANITARY/SEPTIC WASTE MANAGEMENT (WM9)
NOTE, ANY CONCRETE OR LIQUID WASTES ARE PROHIBITED FROM ENTER/NG A DESIGNATED RETENTION
845IN FOR STORM WATER RUNOFF.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE
EROSION CONTROL PLAN
LOT 3 OF TRACT NO. 14104, FILLED IN M.B. 112, PG'S. 67-69, OFFICIAL RECORDS,
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
COACHELLA VALLEY ENGINEERS, INC. FEBRUARY, 2017
LEGEND
C/ BMP DESIGNATION
STABILIZED CONSTRUCTION
ENTRANCE/EXIT
GRAVEL BARRIER, SE -8
CORRUGATED STEEL PANELS, TC -1
SILT FENCE, SE -1
INDIVIDUAL QUALIFIED FOR SWPPP INSPECTIONS
I HAVE READ THE CONDITIONS OF THE SWPPP AND THE OWNER HAS AUTHORIZED
THE IMPLEMENTATTON OF ALL ITS PROVISIONS THROUGHOUT PROJECT BUILDOUT.
NAME DAVID RICE 77-933 LAS MONTANAS RD. SUITE 101. PALM DESFRT. C4
COMPANY NAME: COACHELLA V4LLE7/ ENG NEfiRS
CONTACT PHONE f4UATER: (7
SIGNATURE
DATE
050 j 224 6
0-/420
OWNER'S CERTIFICATION
I CERTIFY THAT l HAVE READ THIS STORM WATER POLUTION PREVENTION PLAN AND UNDERSTAND THAT I AM RESPONSIBLE FOR
THE COMPLIANCE OF THIS PROJECT TO THE SWPPP CONTROL PROVISIONS NOTED OR REFERENCED HEREIN. AS 771E AUTHORIZED
RESPONSIBLE PERSON FOR THIS PROJECT l WILL RESPOND TO SWPPP COMPLAINTS WITHIN THE 1 HOUR LIMIT. I UNDERSTAND
THAT SWPPP CONTROL IS REQUIRED 24 HOURS PER DAY 7 DAYS PER WEEK, FROM THE DATE THAT THE PROJECT IS FIRST
DISTURBED IN ANY WAY FROM THE NATURAL VEGETATED CONDITION, AND CONTINUE UNTIL .THE TIME THAT THE PROJECT SITE AND
ALL IMPROVEMENTS ARE COMPLETED AND THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED AND PAVED.
NAME: JAMES PAIGE
FULL OWNER NAME JAMES A. AND JANELLE M. PAIGE FAMILY TRUST & CVM & AF LLC.
ADDRESS: 78-365 HIGHWAY 111 1508. LA OUINTA. C4 92253
CONTACT PHONE NUMBER: (24 HOURS): 818-720-5845
S/GMEI RE;
0A7E � —2 – 'Le L �
RUMBLE STRIP
44,
EROSION CONTROL PLAN NOTES
1. ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORK/NG DAY WHEN THE FIVE
(5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. SILT AND OTHER DEBRIS MUST BE REMOVED AFTER
EACH RAINFALL.
2. IF GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTNE COVERAGE OF GRADED SLOPES
PRIOR TO STORM
EVENT, THE SLOPES SHALL BE STABILIZED BY STRAW INSTALLED IN ACCORDANCE 14171 SECTION 35.023 OF
THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA.
3. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE
REMOVED
FROM THE SITE AS DIRECTED BY THE INSPECTOR.
4. ALL EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON.
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE
CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAIN IS EMINENT.
5. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEER/NG INSPECTOR.
6. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED
FROM THE SITE
VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.
7.EXCESS OR WASTE CONCRETE OR DRILLING FLUIDS MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY
OTHER DRAINAGE
SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THY CAN BE DISPOSED
OF AS SOLID WASTE.
8.7RASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO
PREVENT CONTAMINATION
OF RAINWATER AND DISPERSAL BY WIND.
32 33
AVENUE 50
33 04 r45
44
3
4
4
AVENUE 52
0 10
0 VICINITY MAP
SEC. 4, T.65., R.7E. S.B.M.
N.T.S.
ITEM QUANTITY
SILT FENCE
1,220 LF
WDID#
xxxxxxx
\
EXISTING PAVED
STREET
�Y �Y=1Y=� Y;yY.s
riY�iY„iY.i ..- i
DIVI 1 .
. - %
$ %i
20'
75'
/
WHEEL WASH ENTRANCE
N.T.S.
EQUIPMENT
WASH AREA
COMPOST BLANKET
WHEEL WASH
ENTRANCE
I
CONSTRUCTION STAGING
EQUIPMENT FUELING/
MAINTENANCE
WM-1
MATERIAL STORAGE
\
\
TEMPORARY EMPLOYEE
PARKING AREA WITH 1.5
GRAVEL MAINTAINED AT
A DEPTH OF 4"
COMPOST BLANKET
ATER LINE
0
SE -1
GRAPHIC SCALE
20 0 10 20
i
40
60
( IN FEET )
1 inch = 20 ft.
Underground Service Alert
Ci
OEFORE
o Call: TOLL FREE
c
1 -800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
RECOMMENDED FOR
APPROVAL
DATE
BY
MARK
APPR. DATE
DATE
ENGINEER
REVISIONS
CITY
CHECKED BY
DESIGNED BY: RV DRAWN BY' RV
CHECKED BY: DKR
DATE
SEAL
APPROVED BY THE CITY
OF LA QUI TA
T 'THY R. JON
CITY ENGINEE
R.0 E. NO.
PREPARE
DIRECT S
DATE/1_
EXP4A • 12/31/18
DAT 1
VI K. RICE J
R.C.E No 35728
EXP DATE 06/30/15
SCALE
N/A
Coachella Valley Engineers
DATE'
FEB, 2017
77-933 Las Montanus Road, Suite 101
Palm Desert, CA 92211
Tel: (760) 360-4200 Fax: (760) 360-4204
email: cve@cve.net web: www.cve.net
BENCHMARK:
FD. 1 1/4" LP., DN. 0.25', 0 E1/4 COR. OF SECTION 4, T 6S R 7E S B M
ELEV..=515.78 (BASED ON CITY OF INDIO BM 199 ELEV..=499.78) NOTE
500.00 ADDED TO SEA LEVEL
CITY OF LA QUINTA, RIVERSIDE COUNTY, STATE OF CALIFORNIA
TRACT 14104
EROSION CONTROL PLAN
PRIVATE RESIDENCE
A POR. OF THE NE1 /4 OF THE SE1 /4 OF SEC.4, T.6S., R.7E. S.B.M.
SHEET No.
OF 1 SHTS.
FOR
JAMES PAIGE
JOB No. 14130
FILE No.
5kwfw6-ocoq