06211; EC2020-0002TR. NO. 28603-1
TR" NO. 30096-2
HERMITAGE
18
EX. MASONRY GARDEN NALL TO
BE UTILIZED FOR PM -10 FENCING-
17
ENCING 17 Q 19 20 j
21 22 1 23 i 24 i 25
20
23
EX. MASONRY GARDEN
WALL TO BE UTILIZED
FOR PM -10 FENCING
>24
( 25
29
30
31
32
33
LOT E
LOT C
CONSTRUCTION OFFICE
IJI 1 1[ - LOT IK,
AVENUE 58
INITIAL STAGING AREA,
EQUIPMENT STORAGE
AND EMPLOYEE PARKING
CONSTRUCTION NOTES
20 CONSTRUCT GRAVEL BAG WEIR (1 -ROW, 2 -BAGS HIGH) PER DETAIL HEREON
GRAVEL BAGS (1 -ROW, 2 -BAGS HIGH)
I = I
20 GRAVEL BAG WEIR DETAIL
NOT TO SCALE
8
1
G
EX. MASONRY GARDEN
WALL TO BE UTILIZED
FOR PM -110 FENCING
5
3
1
66
LOT -2
LOT L
CONSTRUCTION ENTRANCE/EXIT
0 50 100
200
e•
SCALE: 1"=100'
IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT No. 34243, CORAL MOUNTAIN
EROSION CONTROL PLAN
TRACT MAP NO. 34243, ON FILE IN BOOK 416, PAGES 69 THROUGH 47,
INCLUSIVE OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS 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 RESPONSIBILITY 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 BUY 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 LOCATIONS 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 UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR
RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.
7. THE CITY ENGINEER SHALL APPROVED THE DESIGN AND INSTALLATION OF ALL STREET NAME
SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE
AND LOCATIONS.
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 REGISTERED CIVIL ENGINEER WITH AN RCE NUMBER BELOW 33,966, OR A
LICENSED LAND SURVEYOR ONLY.
9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF HALF MILE
OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIOD AS FOLLOWS:
OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00AAM TO 5:30PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
NO REDUCTIONS OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON
WEEKENDS OR HOLIDAYS, OR 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, LIGHTS, AND DEVICES FOR USE IN
THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
12. CONSTRUCTION PROJECTS DISTURBING MIRE THAN 1 -ACRE MUST OBTAIN A NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OQNERS/DEVELOPERS ARE
REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES
CONTROL BOARD (SWRCB); B) PREPARE STORM WATER POLLUTION PREVENTION PLAN (SWPPP);
AND CO HAVE 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.
SEQUENCE OF CONSTRUCTION ACTIVITIES
ESTIMATED START ESTIMATED END
1. PRE -CONSTRUCTION SETUP 1/1/2021 2/1/2021
2. VERTICAL CONSTRUCTION 2/1/2021 2/1/2023
3. PRIVATE LOT PRECISE GRADING 5/1/2021 2/1/2023
4. FINAL LANDSCAPE AND STABILIZATION 6/1/2021 6/1/2023
LEGEND
O AREA OF ON-SITE CONSTRUCTION/IMPROVEMENTS COMPLETE/STABILZED
(ALL OFF-SITE IMPROVEMENTS COMPLETE/STABILIZED)
EXISTING SIX FOOT HIGH PERIMETER WALL
SIX FOOT HIGH PM -10 DUST CONTROL FENCING
--- TRACT BOUNDARY
oOC� GRAVEL BAGS
FIRST SUBSTITUTE MYLAR
THIS MYLAR IS IDENTICAL TO THE MYLAR
APPROVED BY THE CITY ENGINEER ON
ON 11/22/2006, EXCEPT FOR THE
REVISIONS NOTED � HEREON.
Q�Q,OFESS/0N9
C !q
n No. 20596 m m
STANLEY e MORSE �* Exp. 9-30-21
R.C.E. 20596 �aT CIVIL ��
DATE: Z3 Z/ F CAL F�
1 REVISE PLAN TO DEPICT PORTIONS OF PROJECT SITE THAT.
HAVE BEEN FULLY IMPROVED, STABLILIZED AND OCCUPIED.
UPDATE EOR TO REFRESH EXPIRED PLAN.
C.
No. 20596 r
Exp. 9-30-21
WIND EROSION CONTROL NOTES:
1. ALL UNPLANTED GRADED AREAS (SLOPES AND PADS) WILL BE SPRAYED WITH A POLYMER
COATED WITH GREEN DYE.
2. POLYMER COATED AREAS WILL BE PROTECTED SO AS TO REMAIN UNDISTURBED TO MAINTAIN THE
INTEGRITY OF THE COATING.
3. RIGHT OF WAY FENCES WILL BE CONSTRUCTED AT LOCATIONS INDICATED ON THIS SHEET AND
WILL REMAIN IN PLACE UNTIL PERMANENT LANDSCAPING IS INSTALLED.
4. THE POLYMER COATING WILL BE INSPECTED AFTER EACH MAJOR RAINFALL AND REAPPLIED AS
NECESSARY.
5. PERMANENT LANDSCAPING WILL BE INSTALLED AS SOON AS PRACTICAL.
6. DURING GRADING OPERATIONS, AMPLE WATER TRUCKS WILL BE AVAILABLE 24 HOURS PER DAY
DURING SIGNIFICANT WIND STORM EVENTS.
STORM WATER POLLUTION PREVENTION PLAN NOTES
1. ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING 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 GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES
PRIOR TO STORM EVENT, THE SLOPES SHALL BE STABILIZED BY STRAW INSTALLED IN ACCORDANCE WITH
SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CON-
SERVATION, STATE OF CALIFORNIA.
3. ALL LOOSE SOIL AND DEBRIS WHICH MAY CAUSE 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 SHOW ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
6. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANS-
PORTED 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 ONSITE UNTIL
THEY CAN BE DISPOSED OF AS SOLID WASTE.
8. TRASH AND CONSTRUCTION RELATED SOLID WASTE MUST BE DISPOSITED INTO A COVERED RECEPTACLE
TO PREVENT CONTAMINATION OF RAIN WATER AND DISPERSAL BY WIND.
WATER EROSION CONTROL NOTES:
1, GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN AREAS
WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION.
2. THE STANDARD DETAIL SHALL BE USED AS SHOWN HEREON.
3. ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FOURTY (40) PERCENT, SILT AND OTHER
DEBRIS MUST BE REMOVED AFTER EACH RAINFALL.
4. ALL AREAS NOT SPECIFICALLY DESIGNATED AS CHEMICAL APPLICATION OR BARELY HYDROSEEDED
SHALL BE WATERED BY WATER TRUCK UNTIL PERMANENT STRUCTURES AND/OR PERMANENT LAND-
SCAPING IS CONSTRUCTED PER LANDSCAPE PLANS, WATERING SCHEDULE TO BE DEPENDENT UPON
TRAFFIC, TEMPERATURE, HUMIDITY AND WIND VELOCITY.
5. DEVICES SHOWN ON ALL PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR.
6. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
7. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREA WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
NOTES
1. SOIL STABILIZATION SHALL BE ACCOMPLISHED BY CHEMICAL APPLICATION UNTIL PERMANENT STRUCTURES
AND/OR PERMANENT LANDSCAPING IS CONSTRUCTED PER LANDSCAPE / GOLF COURSEPLANS. SITE WATERING
MAY BE TERMINATED ONCE CHEMICAL STABILIZATION HAS BEEN ACCOMPLISHED.
ANY DISTURBED AREA LEFT DORMANT FOR OVER 10 DAYS SHALL BE STABILIZED BY CHEMICAL APPLICATION,
WHICH SHALL INCLUDED GREEN COLORANT.
2. ANY AREAS WHICH ARE NOT MASS GRADED AND LEFT UNTOUCHED BY CONSTRUCTION EQUIPMENT ARE
REQUIRED TO BE STABILIZED BY USE OF DUST CONTROL METHODS.
3. INSPECT SOIL STABILIZED AREAS WEEKLY AND AFTER RAIN FOR DAMAGE OR DETERIORATION.
4. STABILIZED CONSTRUCTION ENTRANCE REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL 1" TO 3"
CRUSHED ROCK. THE ADJACENT PUBLIC ROAD WILL REQUIRE STREET SWEEPING/WASHING.
5. SAND BAG MATERIAL TO BE POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, BURST
STRENGTH EXCEEDING 300 P.S.I. AND ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT. DO NOT USE
BURLAP. GRADE OF SAND SHALL BE COURSE SAND OR GRAVEL.
6. FUELING OPERATIONS WILL BE PERFORMED AT LEAST 100' FROM ANY ACTIVE OR INACTIVE STREAM BED.
7. WASTE CONCRETE, CONCRETE CUTTING SLURRY, STREAMS, AND SHALL BE CONTAINED IN A DESIGNATED
AREA OF THE CONSTRUCTION SITE SO THEY WILL NOT CONTAMINATE ANY DRAINAGE CHANNELS OR STREAMS.
26
fi0
AVENUE 52
a0
Z
o
�
0
27
Lw THE
LOT G
�
LOT H
w
wF
w�
a
28
29
30
31
32
33
LOT E
LOT C
CONSTRUCTION OFFICE
IJI 1 1[ - LOT IK,
AVENUE 58
INITIAL STAGING AREA,
EQUIPMENT STORAGE
AND EMPLOYEE PARKING
CONSTRUCTION NOTES
20 CONSTRUCT GRAVEL BAG WEIR (1 -ROW, 2 -BAGS HIGH) PER DETAIL HEREON
GRAVEL BAGS (1 -ROW, 2 -BAGS HIGH)
I = I
20 GRAVEL BAG WEIR DETAIL
NOT TO SCALE
8
1
G
EX. MASONRY GARDEN
WALL TO BE UTILIZED
FOR PM -110 FENCING
5
3
1
66
LOT -2
LOT L
CONSTRUCTION ENTRANCE/EXIT
0 50 100
200
e•
SCALE: 1"=100'
IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT No. 34243, CORAL MOUNTAIN
EROSION CONTROL PLAN
TRACT MAP NO. 34243, ON FILE IN BOOK 416, PAGES 69 THROUGH 47,
INCLUSIVE OF MAPS, OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS 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 RESPONSIBILITY 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 BUY 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 LOCATIONS 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 UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR
RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.
7. THE CITY ENGINEER SHALL APPROVED THE DESIGN AND INSTALLATION OF ALL STREET NAME
SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE
AND LOCATIONS.
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 REGISTERED CIVIL ENGINEER WITH AN RCE NUMBER BELOW 33,966, OR A
LICENSED LAND SURVEYOR ONLY.
9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE OF HALF MILE
OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIOD AS FOLLOWS:
OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00AAM TO 5:30PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
NO REDUCTIONS OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON
WEEKENDS OR HOLIDAYS, OR 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, LIGHTS, AND DEVICES FOR USE IN
THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
12. CONSTRUCTION PROJECTS DISTURBING MIRE THAN 1 -ACRE MUST OBTAIN A NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OQNERS/DEVELOPERS ARE
REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES
CONTROL BOARD (SWRCB); B) PREPARE STORM WATER POLLUTION PREVENTION PLAN (SWPPP);
AND CO HAVE 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.
SEQUENCE OF CONSTRUCTION ACTIVITIES
ESTIMATED START ESTIMATED END
1. PRE -CONSTRUCTION SETUP 1/1/2021 2/1/2021
2. VERTICAL CONSTRUCTION 2/1/2021 2/1/2023
3. PRIVATE LOT PRECISE GRADING 5/1/2021 2/1/2023
4. FINAL LANDSCAPE AND STABILIZATION 6/1/2021 6/1/2023
LEGEND
O AREA OF ON-SITE CONSTRUCTION/IMPROVEMENTS COMPLETE/STABILZED
(ALL OFF-SITE IMPROVEMENTS COMPLETE/STABILIZED)
EXISTING SIX FOOT HIGH PERIMETER WALL
SIX FOOT HIGH PM -10 DUST CONTROL FENCING
--- TRACT BOUNDARY
oOC� GRAVEL BAGS
FIRST SUBSTITUTE MYLAR
THIS MYLAR IS IDENTICAL TO THE MYLAR
APPROVED BY THE CITY ENGINEER ON
ON 11/22/2006, EXCEPT FOR THE
REVISIONS NOTED � HEREON.
Q�Q,OFESS/0N9
C !q
n No. 20596 m m
STANLEY e MORSE �* Exp. 9-30-21
R.C.E. 20596 �aT CIVIL ��
DATE: Z3 Z/ F CAL F�
1 REVISE PLAN TO DEPICT PORTIONS OF PROJECT SITE THAT.
HAVE BEEN FULLY IMPROVED, STABLILIZED AND OCCUPIED.
UPDATE EOR TO REFRESH EXPIRED PLAN.
C.
No. 20596 r
Exp. 9-30-21
WIND EROSION CONTROL NOTES:
1. ALL UNPLANTED GRADED AREAS (SLOPES AND PADS) WILL BE SPRAYED WITH A POLYMER
COATED WITH GREEN DYE.
2. POLYMER COATED AREAS WILL BE PROTECTED SO AS TO REMAIN UNDISTURBED TO MAINTAIN THE
INTEGRITY OF THE COATING.
3. RIGHT OF WAY FENCES WILL BE CONSTRUCTED AT LOCATIONS INDICATED ON THIS SHEET AND
WILL REMAIN IN PLACE UNTIL PERMANENT LANDSCAPING IS INSTALLED.
4. THE POLYMER COATING WILL BE INSPECTED AFTER EACH MAJOR RAINFALL AND REAPPLIED AS
NECESSARY.
5. PERMANENT LANDSCAPING WILL BE INSTALLED AS SOON AS PRACTICAL.
6. DURING GRADING OPERATIONS, AMPLE WATER TRUCKS WILL BE AVAILABLE 24 HOURS PER DAY
DURING SIGNIFICANT WIND STORM EVENTS.
STORM WATER POLLUTION PREVENTION PLAN NOTES
1. ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING 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 GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES
PRIOR TO STORM EVENT, THE SLOPES SHALL BE STABILIZED BY STRAW INSTALLED IN ACCORDANCE WITH
SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CON-
SERVATION, STATE OF CALIFORNIA.
3. ALL LOOSE SOIL AND DEBRIS WHICH MAY CAUSE 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 SHOW ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
6. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE TRANS-
PORTED 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 ONSITE UNTIL
THEY CAN BE DISPOSED OF AS SOLID WASTE.
8. TRASH AND CONSTRUCTION RELATED SOLID WASTE MUST BE DISPOSITED INTO A COVERED RECEPTACLE
TO PREVENT CONTAMINATION OF RAIN WATER AND DISPERSAL BY WIND.
WATER EROSION CONTROL NOTES:
1, GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN AREAS
WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION.
2. THE STANDARD DETAIL SHALL BE USED AS SHOWN HEREON.
3. ALL PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FOURTY (40) PERCENT, SILT AND OTHER
DEBRIS MUST BE REMOVED AFTER EACH RAINFALL.
4. ALL AREAS NOT SPECIFICALLY DESIGNATED AS CHEMICAL APPLICATION OR BARELY HYDROSEEDED
SHALL BE WATERED BY WATER TRUCK UNTIL PERMANENT STRUCTURES AND/OR PERMANENT LAND-
SCAPING IS CONSTRUCTED PER LANDSCAPE PLANS, WATERING SCHEDULE TO BE DEPENDENT UPON
TRAFFIC, TEMPERATURE, HUMIDITY AND WIND VELOCITY.
5. DEVICES SHOWN ON ALL PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR.
6. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
7. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREA WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
NOTES
1. SOIL STABILIZATION SHALL BE ACCOMPLISHED BY CHEMICAL APPLICATION UNTIL PERMANENT STRUCTURES
AND/OR PERMANENT LANDSCAPING IS CONSTRUCTED PER LANDSCAPE / GOLF COURSEPLANS. SITE WATERING
MAY BE TERMINATED ONCE CHEMICAL STABILIZATION HAS BEEN ACCOMPLISHED.
ANY DISTURBED AREA LEFT DORMANT FOR OVER 10 DAYS SHALL BE STABILIZED BY CHEMICAL APPLICATION,
WHICH SHALL INCLUDED GREEN COLORANT.
2. ANY AREAS WHICH ARE NOT MASS GRADED AND LEFT UNTOUCHED BY CONSTRUCTION EQUIPMENT ARE
REQUIRED TO BE STABILIZED BY USE OF DUST CONTROL METHODS.
3. INSPECT SOIL STABILIZED AREAS WEEKLY AND AFTER RAIN FOR DAMAGE OR DETERIORATION.
4. STABILIZED CONSTRUCTION ENTRANCE REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL 1" TO 3"
CRUSHED ROCK. THE ADJACENT PUBLIC ROAD WILL REQUIRE STREET SWEEPING/WASHING.
5. SAND BAG MATERIAL TO BE POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN FABRIC, BURST
STRENGTH EXCEEDING 300 P.S.I. AND ULTRAVIOLET STABILITY EXCEEDING 70 PERCENT. DO NOT USE
BURLAP. GRADE OF SAND SHALL BE COURSE SAND OR GRAVEL.
6. FUELING OPERATIONS WILL BE PERFORMED AT LEAST 100' FROM ANY ACTIVE OR INACTIVE STREAM BED.
7. WASTE CONCRETE, CONCRETE CUTTING SLURRY, STREAMS, AND SHALL BE CONTAINED IN A DESIGNATED
AREA OF THE CONSTRUCTION SITE SO THEY WILL NOT CONTAMINATE ANY DRAINAGE CHANNELS OR STREAMS.
VICINITY MAP
NOT TO SCALE
BEST MANAGEMENT PRATICES (BMP) K)ENTIFICATION
BEST MANAGEMENT PRACTICE (BMP) IDENTIFICATION
BEST MANAGEMENT PRACTICES ARE DESIGNED TO PROTECT THE STORM WATER INLET/S.
FOR SPECIFIC DETAILS PER BMP, SEE THE FOLLOWING REPORT:
TITLE OF REPORT: STORM WATER POLLUTION PREVENTION PLAN
COMPANY AUTHOR: MVM ENVIRONMENTAL
DATE OF REPORT: DECEMBER, 2020
THE FOLLOWING BMP'S MUST BE EQUIVALENT TO "STORMWATER QUALITY HANDBOOKS
CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES (BMPS) HANDBOOK, CALIFORNIA
STORMWATER QUALITY ASSOCIATION (CASQA), NOVEMBER 2009.
BMP LOCATION: HTTP://WWW.CASQA.ORG
1. SEDIMENT CONTROL
A. SILT FENCE (SEI)
B. SANDBAG BARRIER (SE8)
C. PRESERVING EXISTING VEGETATION (E2)
D. STRAW MULCH (EC -6)
E. STREET SWEEPING AND VUCUUMING (SE7)
F. WIND EROSION SHALL APPLY TO PM10 PLAN
G. STABILIZED CONSTRUCTION ENTRANCE (TCI)
2. NON STORM MANAGEMENT BMPS
A. WATER CONSERVATION (NSI)
B. DEWATERING OPERATIONS (NI
C. PAVING AND GRINDING OPERATIONS (NS3)
D. ILLICIT CONNECTION/DISCHARGE (NS6)
E. POTABLE WATER/IRRIGATION (NS7)
F. VEHICLE & EQUIPMENT
1. CLEANING (NS8)
2. FUELING (NS9)
3. MAINTENANCE (NS10)
G. CONCRETE CURING AND FINISHING (NS12 AMD 13)
3. WASTE MANAGEMENT & MATERIALS POLL ION CONTROL
A. MATERIAL DELIVERY AND STORAGE (WM1)
B. STOCKPILE MANAGEMENT (WM3)
C. SPILL PREVENTION AND CONTROL (WM4)
D. SOLID WASTE MANAGEMENT (WM5)
E. HAZARDOUS WASTE MANAGEMENT (WM6)
F. CONTAMINATED SOIL MANAGEMENT (WM7)
G. CONCRETE WASTE MANAGEMENT (WM8)
H. SANITARY/SEPTIC WASTE MANAGEMENT (WM9)
I. LIQUID WASTE MANAGEMENT (WM10)
NOTE, ANY CONCRETE OR LIQUID WASTES ARE PROHIBITED FROM ENTERING A
DESIGNATED RETENTION BASIN FOR STORM WATER RUNOFF.
PROJECT INFORMATION
PROJECT NAME: CORAL MOUNTAIN
STREET ADDRESS: NORTH OF AVE. 58, WEST OF MADISON ST.
TRACT/PARCEL NUMBER: TR. NO. 34243
TOTAL PROJECT ACREAGE: 20.1 ACRES (DISTURBED AREA = 8.54 ACRES)
LOCATION OF WATER SOURCE AND FLOW RATE: ONSITE EXISTING CVWD FIRE HYDRANTS
(1500 GPM MINIMUM)
LOCATION OF BACKUP SOURCE AND FLOW: CVWD (1500 GPM MIN.) EX. 18" WATER MAIN
MAX CUBIC YARDS OF EARTH MOVEMENT: 0 C.Y., GRADING IS COMPLETE
AMOUNT OF IMPORT: 0 CY, GRADING IS COMPLETE
DISPOSAL SITE: NONE
ON SITE STORAGE PILES: NONE
PRIMARY SOIL TYPE: SANDY ALLUVIAL & FINE GRAINED SILTYDUST
CONTROL BUDGET: $10,000
OWNER INFORMATION
OWNERS NAME: AV CONSTRUCTION LLC
OWNERS ADDRESS: PO BOX 13290
PALM DESERT, CA 92255
CONTACT PHONE NUMBER: (24 HOURS 760-200-6607 j
STATE WATER RESOURCES BOARD OWNERS SIGNATURE AND DATE:�,L y 421 O
"WDID" IDENTIFICATION NUMBER: 7 330392617 OWNERS AQMD CERTIFICATION NUMBER: 62011-0104 10166 DA E-:�-
Q
OWNER'S CERTWATION cc
O
INDIVIDUAL QUALIFIED FOR SWPPP INSPECTIONS I CERTIFY THAT I HAVE READ THIS STORM WATER POLLUTION PREVENTION PLAN AND UNDERSTAND THAT I AM V
RESPONSIBLE FOR THE COMPLIANCE OF THIS PROJECT TO THE SWPPP CONTROL PROVISIONS NOTED OR
I HAVE READ THE CONDITIONS OF THE SWPPP AND THE OWNER HAS AUTHORIZED THE M
IMPLEMENTATION OF ALL IT'S PROVISIONS THROUGHOUT PROJECT BUILDOUT. REFERENCED HEREIN. AS THE AUTHORIZED RESPONSIBLE PERSON FOR THIS PROJECT I WILL RESPOND TO It
SWPPP COMPLAINTS WITHIN THE 1 HOUR LIMIT. I UNDERSTAND THAT SWPPP CONTROL IS REQUIRED 24 �
NAME: JESUS HERRERA-CORTES (QSP) HOURS PER DAY 7 DAYS PER WEEK, FROM THE DATE THAT THE PROJECT IS FIRST DISTURBED IN ANY WAY M
FROM THE NATURAL VEGETATED CONDITION, AND CONTINUE UNTIL THE TIME THAT THE PROJECT SITE AND
COMPANY NAME: MSA CONSULTING ALL IMPROVEMENTS ARE COMPLETED AND THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED AND PAVED. p
COMPANY ADDRESS: 34200 BOB HOPE DR. RANCHO MIRAGE, CA 92270 Z
CONTACT PHONE NUMBER: 760-320-9811 NAME: RUSSELL JONES
COMPANY NAME: AV CONSTRUCTION, LLC V
DEVELOPER NAME: ALTA VERDE BUILDERS, INC. ADDRESS: PO BOX 13290, PALM D ERT, CA 92255
PROJECT MANAGER: RUSSELL JONES CONTACT PHONE NUMBER: (24 HO ) 760-200-6607
CONTACT PHONE NUMBER: 760-200-66072 pZ ( ~
�{--- OWNERS SIGNATURE AND DATE: 2
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PREPARED UNDER THE DIRECTION OF -_j
41865 BOARDWALK IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA O
DATE: 3 2 M o R s E Suite 218 cr
Palm Desert, CA 92211 TRACT No. 34243 CORAL MOUNTAIN 1
y�✓30 21 Voice: 760-674-5776 SHT. Z
STANLEY C. M SE EXP. DATE -9 . EROSION CONTROL PLAN O
R.C.E. 20596 s c H u L T z
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APPROVED BY: OF • SHTS. Z
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DATE: fy
vh �SCALE: SEE ABOVE B E N C H M A R K: N
MARK REVISIONS APPR. DATE���A� 'gJ466 USER (29TH ENGRS 1941 RIV. CO. A USER DISC SET IN CONCRETE POST POR. OF S 1/2 OF S 1/2, SEC. 21, T.6S., R.7E., S.B.B&M
DESIGNED BY: DRAWN BY: CHECKED BY: BRYAN M KINNEY AXP. DATE 9 3022 DATE: DECEMBER, 2020 INOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE O
P.W. DIRECTOR CITY ENGINEER R.C.E. 49418 ELEV. -64.955 + 500.00 = 435.045 FOR: AV CONSTRUCTION, LLC W.O. NO: Ix
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BEST MANAGEMENT PRATICES (BMP) K)ENTIFICATION
BEST MANAGEMENT PRACTICE (BMP) IDENTIFICATION
BEST MANAGEMENT PRACTICES ARE DESIGNED TO PROTECT THE STORM WATER INLET/S.
FOR SPECIFIC DETAILS PER BMP, SEE THE FOLLOWING REPORT:
TITLE OF REPORT: STORM WATER POLLUTION PREVENTION PLAN
COMPANY AUTHOR: MVM ENVIRONMENTAL
DATE OF REPORT: DECEMBER, 2020
THE FOLLOWING BMP'S MUST BE EQUIVALENT TO "STORMWATER QUALITY HANDBOOKS
CONSTRUCTION STORMWATER BEST MANAGEMENT PRACTICES (BMPS) HANDBOOK, CALIFORNIA
STORMWATER QUALITY ASSOCIATION (CASQA), NOVEMBER 2009.
BMP LOCATION: HTTP://WWW.CASQA.ORG
1. SEDIMENT CONTROL
A. SILT FENCE (SEI)
B. SANDBAG BARRIER (SE8)
C. PRESERVING EXISTING VEGETATION (E2)
D. STRAW MULCH (EC -6)
E. STREET SWEEPING AND VUCUUMING (SE7)
F. WIND EROSION SHALL APPLY TO PM10 PLAN
G. STABILIZED CONSTRUCTION ENTRANCE (TCI)
2. NON STORM MANAGEMENT BMPS
A. WATER CONSERVATION (NSI)
B. DEWATERING OPERATIONS (NI
C. PAVING AND GRINDING OPERATIONS (NS3)
D. ILLICIT CONNECTION/DISCHARGE (NS6)
E. POTABLE WATER/IRRIGATION (NS7)
F. VEHICLE & EQUIPMENT
1. CLEANING (NS8)
2. FUELING (NS9)
3. MAINTENANCE (NS10)
G. CONCRETE CURING AND FINISHING (NS12 AMD 13)
3. WASTE MANAGEMENT & MATERIALS POLL ION CONTROL
A. MATERIAL DELIVERY AND STORAGE (WM1)
B. STOCKPILE MANAGEMENT (WM3)
C. SPILL PREVENTION AND CONTROL (WM4)
D. SOLID WASTE MANAGEMENT (WM5)
E. HAZARDOUS WASTE MANAGEMENT (WM6)
F. CONTAMINATED SOIL MANAGEMENT (WM7)
G. CONCRETE WASTE MANAGEMENT (WM8)
H. SANITARY/SEPTIC WASTE MANAGEMENT (WM9)
I. LIQUID WASTE MANAGEMENT (WM10)
NOTE, ANY CONCRETE OR LIQUID WASTES ARE PROHIBITED FROM ENTERING A
DESIGNATED RETENTION BASIN FOR STORM WATER RUNOFF.
PROJECT INFORMATION
PROJECT NAME: CORAL MOUNTAIN
STREET ADDRESS: NORTH OF AVE. 58, WEST OF MADISON ST.
TRACT/PARCEL NUMBER: TR. NO. 34243
TOTAL PROJECT ACREAGE: 20.1 ACRES (DISTURBED AREA = 8.54 ACRES)
LOCATION OF WATER SOURCE AND FLOW RATE: ONSITE EXISTING CVWD FIRE HYDRANTS
(1500 GPM MINIMUM)
LOCATION OF BACKUP SOURCE AND FLOW: CVWD (1500 GPM MIN.) EX. 18" WATER MAIN
MAX CUBIC YARDS OF EARTH MOVEMENT: 0 C.Y., GRADING IS COMPLETE
AMOUNT OF IMPORT: 0 CY, GRADING IS COMPLETE
DISPOSAL SITE: NONE
ON SITE STORAGE PILES: NONE
PRIMARY SOIL TYPE: SANDY ALLUVIAL & FINE GRAINED SILTYDUST
CONTROL BUDGET: $10,000
OWNER INFORMATION
OWNERS NAME: AV CONSTRUCTION LLC
OWNERS ADDRESS: PO BOX 13290
PALM DESERT, CA 92255
CONTACT PHONE NUMBER: (24 HOURS 760-200-6607 j
STATE WATER RESOURCES BOARD OWNERS SIGNATURE AND DATE:�,L y 421 O
"WDID" IDENTIFICATION NUMBER: 7 330392617 OWNERS AQMD CERTIFICATION NUMBER: 62011-0104 10166 DA E-:�-
Q
OWNER'S CERTWATION cc
O
INDIVIDUAL QUALIFIED FOR SWPPP INSPECTIONS I CERTIFY THAT I HAVE READ THIS STORM WATER POLLUTION PREVENTION PLAN AND UNDERSTAND THAT I AM V
RESPONSIBLE FOR THE COMPLIANCE OF THIS PROJECT TO THE SWPPP CONTROL PROVISIONS NOTED OR
I HAVE READ THE CONDITIONS OF THE SWPPP AND THE OWNER HAS AUTHORIZED THE M
IMPLEMENTATION OF ALL IT'S PROVISIONS THROUGHOUT PROJECT BUILDOUT. REFERENCED HEREIN. AS THE AUTHORIZED RESPONSIBLE PERSON FOR THIS PROJECT I WILL RESPOND TO It
SWPPP COMPLAINTS WITHIN THE 1 HOUR LIMIT. I UNDERSTAND THAT SWPPP CONTROL IS REQUIRED 24 �
NAME: JESUS HERRERA-CORTES (QSP) HOURS PER DAY 7 DAYS PER WEEK, FROM THE DATE THAT THE PROJECT IS FIRST DISTURBED IN ANY WAY M
FROM THE NATURAL VEGETATED CONDITION, AND CONTINUE UNTIL THE TIME THAT THE PROJECT SITE AND
COMPANY NAME: MSA CONSULTING ALL IMPROVEMENTS ARE COMPLETED AND THE PROJECT SITE IS ACCEPTABLY RE -VEGETATED AND PAVED. p
COMPANY ADDRESS: 34200 BOB HOPE DR. RANCHO MIRAGE, CA 92270 Z
CONTACT PHONE NUMBER: 760-320-9811 NAME: RUSSELL JONES
COMPANY NAME: AV CONSTRUCTION, LLC V
DEVELOPER NAME: ALTA VERDE BUILDERS, INC. ADDRESS: PO BOX 13290, PALM D ERT, CA 92255
PROJECT MANAGER: RUSSELL JONES CONTACT PHONE NUMBER: (24 HO ) 760-200-6607
CONTACT PHONE NUMBER: 760-200-66072 pZ ( ~
�{--- OWNERS SIGNATURE AND DATE: 2
14 SIGNATURE: �/,w. 4qk-C=" DATE: pt pE DATE: a
CL
PREPARED UNDER THE DIRECTION OF -_j
41865 BOARDWALK IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA O
DATE: 3 2 M o R s E Suite 218 cr
Palm Desert, CA 92211 TRACT No. 34243 CORAL MOUNTAIN 1
y�✓30 21 Voice: 760-674-5776 SHT. Z
STANLEY C. M SE EXP. DATE -9 . EROSION CONTROL PLAN O
R.C.E. 20596 s c H u L T z
cbergh®mdsconsulting.net 1 U
APPROVED BY: OF • SHTS. Z
PLANNERS ENGINEERS SURVEYORS O
DATE: fy
vh �SCALE: SEE ABOVE B E N C H M A R K: N
MARK REVISIONS APPR. DATE���A� 'gJ466 USER (29TH ENGRS 1941 RIV. CO. A USER DISC SET IN CONCRETE POST POR. OF S 1/2 OF S 1/2, SEC. 21, T.6S., R.7E., S.B.B&M
DESIGNED BY: DRAWN BY: CHECKED BY: BRYAN M KINNEY AXP. DATE 9 3022 DATE: DECEMBER, 2020 INOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE O
P.W. DIRECTOR CITY ENGINEER R.C.E. 49418 ELEV. -64.955 + 500.00 = 435.045 FOR: AV CONSTRUCTION, LLC W.O. NO: Ix
I:\82400\RG\SWPPP- dwg 2/03/21
Ec�Xo - 000a