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DIGALERT K S ENGINEERING, INC. &

DIGALERT - San Diego County, California › content › dam › sdc › pds › ...exp. 03/31/16. g.e. no. 2885. grading and drainage work consist of the following work to be done

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Page 1: DIGALERT - San Diego County, California › content › dam › sdc › pds › ...exp. 03/31/16. g.e. no. 2885. grading and drainage work consist of the following work to be done

DIGALERT

K S ENGINEERING, INC.&

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1-800-422-4133
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1-800-422-4133
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1-800-422-4133
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%%UGENERAL NOTES:
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SHALL NOR BE REMOVED OR MODIFIED WITHOUT THE APPROVAL
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15. PERMANENT POST-CONSTRUCTION BMP DEVICES SHOWN ON PLANS
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OF PUBLIC WORKS TO DO SO.
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PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR
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DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE
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PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS OF THE
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OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE
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DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING
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14. SPECIAL CONDITIONS: IF ANY ARCHEOLOGICAL RESOURCES ARE
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OR IMPORT AREAS)
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(NOTE: A SEPARATE VALID PERMIT MUST EXIST FOR EITHER WASTE
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FILL : ________ CUBIC YARDS
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EXCAVATION: ________ CUBIC YARDS
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QUANTITIES:
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FILL- 2 : 1
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CUT - 1 1/2 : 1 FOR MINOR SLOPES, 2 : 1 FOR MAJOR SLOPES
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13. SLOPE RATIOS:
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IMPROVEMENTS WHICH DAMAGE ADJACENT PROPERTY.
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PERMITTEE RESPONSIBLE FOR CORRECTION OF NON-DEDICATED
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GRADING DESCRIBED ON THIS PLAN. THE COUNTY WILL HOLD THE
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SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE
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PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, EROSION,
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ANY OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING OR
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SIDEWALK ALLEY, FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM, OR
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PROPERTY LINES AS TO ENDANGER ANY ADJOINING PUBLIC STREET,
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PROPERTY. NO PERSON SHALL EXCAVATE ON LAND SO CLOSE TO THE
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RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT
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APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS
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GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL THE
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12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE
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NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES.
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PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL FACES TO
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11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO
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HOLIDAYS.
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SATURDAY, AND NO EARTHMOVING ON THE PREMISES ON SUNDAYS OR
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BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THROUGH
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ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD
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EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER
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WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS,
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10. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE
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LAND USE.
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WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF PLANNING AND
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MADE OR IMPLIED ( SECTIONS 87.403 & 87.410). ANY SUCH
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REQUIREMENTS CONCERNING MINIMUM COVER OVER EXPANSIVE SOIL IS
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BY THESE PLANS, NO WAIVER OF THE GRADING ORDINANCE
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FOUNDATIONS FOR STRUCTURES TO BE PLACED ON THE AREA COVERED
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CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF ANY
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9. THE DIRECTOR OF PUBLIC WORK'S APPROVAL OF THESE PLANS DOES NOT
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VALID GRADING PERMIT HAS BEEN ISSUED.
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THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A
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DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL
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8. APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC WORKS
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BUILDING PERMIT.
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7. A SOIL REPORT MAY BE REQUIRED PRIOR TO THE ISSUANCE OF A
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SEWER
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SOUTHWESTERN CABLE (CATV)
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COX CABLE (CATV)
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PACIFIC BELL TELEPHONE
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SAN DIEGO GAS & ELECTRIC 1-800-422-4133
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TELEPHONE NUMBER
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WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES:
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ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF PROPOSED
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6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF
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ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS.
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5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN
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IN THE COUNTY RIGHT-OF-WAY.
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DEPARTMENT OF PUBLIC WORKS WILL BE REQUIRED FOR ANY WORK
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4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE
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3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SITE.
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IN THESE PLANS.
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APPLICABLE. FINAL CURB GRADE ELEVATIONS MAY REQUIRE CHANGES
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APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHERE
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2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO FINAL
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SHOWN HEREON FOR COUNTY ROAD PURPOSES.
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OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD
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1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE APPROVAL
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COUNTY OF SAN DIEGO
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DEPARTMENT OF PUBLIC WORKS
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Approved by:
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Date:
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SHEET
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SHEETS
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PRIVATE CONTRACT
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Description
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No.
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1
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GRADING PLAN FOR:
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%%UDECLARATION OF RESPONSIBLE CHARGE
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CORRECTION FILED AS REQUIRED BY THE LAND SURVEYOR'S ACT.
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AND A CORNER RECORD OR A RECORD OF SURVEY OR A CERTIFICATE OF
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IS ALLOWED TO PRACTICE SURVEYING OR A LICENSED LAND SURVEYOR
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REESTABLISHED AND REPLACE BY A REGISTERED CIVIL ENGINEER WHO
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BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE
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15. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
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BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
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DRAIN SYSTEM. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL
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IMPROVEMENTS WITHIN STREET RIGHT-OF-WAY, EXCEPT FOR STORM
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14. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
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COMPACTED FILL SOILS.
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BE REMOVED AND THE RESULTING EXCAVATION FILLED WITH PROPERLY
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GRADED. WHEN TREES ARE REMOVED, THE ROOT SYSTEMS SHALL ALSO
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13. BRUSH AND TREES SHALL BE REMOVED ONLY WITHIN THE AREA TO BE
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SAN DIEGO ENGINEERING DEPARTMENT.
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BE REPLACED BY THE CONTRACTOR AS REQUIRED BY THE COUNTY OF
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EXISTING SURFACE IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL
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RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER
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PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF
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12. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO
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EARTHWORK SPECIFICATIONS.
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DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON-SITE
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ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS
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SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS
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11. WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE
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EXPANSIVE OR SUITABLE MATERIAL WITHIN THE ABOVE FILL AREAS.
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HIS GRADING OPERATIONS AS REQUIRED IN ORDER TO PROVIDE NON-
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THE FILLS. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO PLAN
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EXPANSIVE SOILS MAY BE SPREAD THROUGHOUT THE LOWER PORTIONS OF
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PLACED WITHIN THE UPPER 3 FEET OF ANY FILLS. THE POTENTIALLY
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EXPANSIVE MATERIALS ENCOUNTERED IN CUT AREAS SHALL NOT BE
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10. EXPANSIVE MATERIALS:
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AND SPECIFICATIONS CONTAINED IN SAID REPORT.
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GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
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SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
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PREPARED BY: SMS GEOTECHNICAL SOLUTIONS, INC
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9. THE SOILS REPORTS TITLED: GEOTECHNICAL EVALUATION AND STABILIZATION
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EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
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SUBJECT LAND DEVELOPMENT PERMIT AND THAT ALL EMBANKMENTS AND
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THE APPROVED GRADING PLANS, ANY APPROVED REVISIONS THERETO,
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EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH
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UNDER HIS SUPERVISION AND THAT, IN HIS OPINION, ALL
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SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR
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FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE
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REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY
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BACKFILLING AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS
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THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND
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ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST
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8. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS
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SIGNED: ____________________________________ DATE: __________
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%%USOILS ENGINEER'S STATEMENT:
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1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
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STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
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AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
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EXISTING UTILITIES EXCEPT AS SHOWN HEREON, HOWEVER, THE CONTRACTOR
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IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY
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EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
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THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UNDERGROUND SERVICE
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ALERT (PHONE: 1-800-422-4133) TWO WORKING DAYS IN ADVANCE OF ANY
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EXCAVATION FOR THE MARK-OUT OF THE LOCATION OF UTILITIES AND
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NOTIFICATION OF COMMENCEMENT OF WORK.
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2. FOR ANY QUESTIONS REGARDING THE MARK-OUT OF UNDERGROUND
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UTILITIES, THE CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITY
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COMPANY.
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4. CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER'S OFFICE 48 HOURS
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PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619)
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694-3165.
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5. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
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INSPECTION. PHONE: (619)694-3165. ALL WORK PERFORMED WITHOUT
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%%UNOTIFICATIONS:
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I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT AND
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THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
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PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
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CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
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I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
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BY THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND
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DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
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THE PROJECT DESIGN.
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_____________________________________ DATE: ____________
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KAMAL S. SWEIS R.C.E. 48592 EXP. 6/30/16
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%%USPECIAL NOTES:
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1. IN THE CASE OF CONFLICTS, THE REQUIREMENTS OF THE EARTHWORK
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SPECIFICATIONS PREPARED FOR THE PROJECT BY THE SOILS ENGINEER SHALL
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COVER THE REQUIREMENTS OF THIS PLAN AND THESE NOTES. PLANS SHALL
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BE REVISED ACCORDINGLY.
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2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
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QUANTITIES SHOWN HEREON. IF DISCREPANCIES ARISE, THE ENGINEER OF WORK
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SHALL PROVIDE AREAS OF ADJUSTMENT TO THE CONTRACTOR.
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3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL GRADING
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AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF
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THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR FIELD STAKES, THE
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CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY
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CALLING THE ENGINEER OF WORK AT (619)296-5565. THE CONTRACTOR
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SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND
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ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULTS FROM
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HIS OPERATION BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY
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DESILTING BASINS, DIKES, SHORING, ETC.) UNTIL SUCH TIME THAT THE
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PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER
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OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR
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MAINTENANCE.
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4. GRADING CONTRACTOR TO COORDINATE THE GRADING OPERATION WITH
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UTILITY COMPANIES PERTAINING TO POLE REMOVAL, ADJUSTING WATER
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BLOWOFFS AND WATER FACILITIES TO GRADE.
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5. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
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GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR
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WILL BE REQUIRED TO ASSUMED SOLE AND COMPLETE RESPONSIBILITY FOR
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JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
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PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
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REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
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TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES
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TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
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AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
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PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING
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FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
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6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL
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SAFETY DEVICES, INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR
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CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH
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STANDARDS, LAWS, AND REGULATIONS. NEITHER THE OWNER NOR THE
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ENGINEER OF WORK SHALL ENFORCE SAFETY MEASURES OR REGULATIONS.
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7. THE CONTRACTOR SHALL NOT BEGIN ANY WORK ON THIS PROJECT UNTIL
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A PRECONSTRUCTION CONFERENCE IS HELD WITH THE ENGINEER OF WORK,
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THE SOILS ENGINEER, THE DEVELOPER, AND THE COUNTY.
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%%UWORK TO BE DONE
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FILE No.
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NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
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CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE
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EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF
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3. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE
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SAN MARCOS, CA 92078
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ADDRESS: 1645 S. RANCHO SANTA FE ROAD, SUTE 208
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COMPANY NAME: SMS GEOTECHNICAL SOLUTIONS
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EXP. 03/31/16
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G.E. NO. 2885
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GRADING AND DRAINAGE WORK CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE
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PLANS, THE CURRENT SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND THE STANDARD
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SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, APRIL 2006 EDITION AND PER SAN DIEGO COUNTY
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ORDINANCE.
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Permit No.
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Grading
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PDS 2015-LDGRMJ-30023
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R.C.E.
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48592
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Engineer of work:
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Kamal S. Sweis
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Date
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COUNTY ENGINEER
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By:
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LANDSCAPE & IRRIGATION PERMIT # PDS2015-LP-15-058
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1. SAN DIEGO REGIONAL STANDARD DRAWINGS (S.D.R.S.D.), DOCUMENT NO. 769846, DATED JULY 21, 2000.
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STANDARD DRAWINGS
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%%USYMBOL
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%%UIMPROVEMENT
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%%ULEGEND
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1-800-422-4133
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WATER (OTAY MUNICIPAL WATER DISTRICT)
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%%USHEET INDEX:
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SHEET NO. 1: TITLE SHEET & NOTES
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4
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SAN DIEGO, CA 92108
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7801 MISSION CENTER COURT, SUITE 100
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K & S ENGINEERING, INC
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%%UENGINEER OF WORK
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%%UASSESSORS PARCEL:
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%%ULEGAL DESCRIPTION:
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%%UOWNER\PERMITTEE:
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%%USITE ADDRESS:
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GRADING PLAN FOR
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SHEET NO. 2: GRADING PLAN
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0
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8,500
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IMPORT: _____ CUBIC YARDS
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8500
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PAD: 15,032 SF/ 0.35 AC.
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%%UDISTURBED AREA:
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ADDRESS:
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OWNER:
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%%UOWNER'S CERTIFICATE
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WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
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DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER
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PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING
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RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
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ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING COUNTY
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COMPLETION OF THE IMPROVEMENTS. I FURTHER AGREE TO COMMENCE WORK
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DETERMINES TO BE NECESSARY AND DESIRABLE FOR THE PROPER
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ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS
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REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
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PLANS. IT IS FURTHER AGREED THAT OWNER (DEVELOPER) SHALL HAVE A
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IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
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DATE
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PROPERTY APN:
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NO. OF ACRES: 3.42 ACRES
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%%UNOTICE
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"THE ISSUANCE OF THIS PERMIT/APPROVAL BY THE COUNTY OF SAN DIEGO
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DOES NOT AUTHORIZE THE APPLICANT FOR SAID PERMIT TO VIOLATE ANY
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FEDERAL, SATATE OR COUNTY LAWS, ORDINANCES, REGULATIONS, OR POLICIES
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INCLUDING, BUT NOT LIMITED TO THE FEDERAL ENDANGERED SPECIES ACT
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OR ANY AMENDMENTS THERETO."
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TOLL FREE 1-800-422-4133
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IMPORTANT NOTICE
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TWO WORKING DAYS BEFORE YOU DIG
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UNDERGROUND SERVICE ALERT
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PER YOUR DIG ALERT I.D. NUMBER CALL 811,
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"PERMIT TO EXCAVATE" WILL BE VALID.
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NUMBER TO BE ISSUED BEFORE A
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CODE REQUIRES A DIG ALERT IDENTIFICATION
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SECTION 4215/4217 OF THE GOVERNMENT
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SHEET NO. 3: EROSION CONTROL & CONSTRUCTION BMP'S
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FROM THE DEPARTMANT OF PUBLIC WORKS.
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TELEPHONE NO.: (619) 296-5565
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ENGINEER'S NAME: K & S ENGINEERING, INC. PHONE No. (619) 296-5565
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EXP 6-30-18
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NO.48592
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S
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I
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G
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E
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R
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CALIFORNIA COORDINATE INDEX: 246-1833(X)
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1578.431
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DESCRIPTION:
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LOCATION:
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RECORD FROM:
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ELEVATION: DATUM:
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EC 252
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COUNTY OF SAN DIEGO
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M.S.L.
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0.45 MI. W. ALONG ALPINE BLVD. FR. INTER.
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1920 CORDELL COURT #105
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821 TAVERN ROAD, LLC
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EL CAJON, CA 92020
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C/O MIKE HENDERSON
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821 TAVERN ROAD, LLC
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403-380-75-00
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821 TAVERN ROAD
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ALPINE, CA 91901
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%%UCEQA FINDINGS
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N/A
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I, S. MEHDI S. SHARIAT, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF BETWEEN ____AND _____. ONE COMPLETE COPY OF SOILS REPORTS COMPILED FROM THIS STUDY WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE COUNTY ENGINEER, GEOTECHNICAL INVESTIGATION, SAN DIEGO CALIFORNIA", DATED FEBRUARY 10, 2015, PROJECT NO. GI-1-15-01 THESE GRADING PLANS HAVE BEEN REVIEWED BY ME OR UNDER MY DIRECTION AND CONFORM TO THE RECOMMENDATIONS MADE IN THE SOILS REPORT.
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COUNTY OF SAN DIEGO
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%%uEXISTING%%u
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-
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BOUNDARY
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CONTOUR
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-
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355
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(365.20EG)
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-
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SPOT ELEVATION
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FAX: (619) 296-5564
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PERMITS
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BENCH MARK
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COUNTY APPROVED CHANGES
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-
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Fax: (619) 296-5564
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7801 Mission Center Court, Suite 100 San Diego, CA 92108
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(619) 296-5565
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Planning . Engineering . Surveying
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SHEET NO. 4: EROSION CONTROL NOTES
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WITH TAVERN ROAD
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821 TAVERN ROAD, LLC
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PDS ENVIRONMENTAL REVIEW
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APPROVED FOR COMPLIANCE FOR ENVIRONMENTAL REVIEW
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APPROVED BY:________________________
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DATE:________________________
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%%UMONUMENTATION GENERAL NOTE:
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THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT ALL SURVEY CONTROL MONUMENTS, WHETHER SHOWN ON THESE PLANS OR NOT, WITHIN THE PROJECT AREA. ALL SURVEY MONUMENTS, WHETHER FOR HORIZONTAL OR VERTICAL CONTROL, THAT WILL OR COULD BE DISTURBED OR REMOVED BY THE CONTRACTOR, OR HIS EMPLOYEES, AGENTS, SUBCONTRACTORS, CONSULTANT OR LICENSEES, SHALL BE LOCATED PRIOR TO BEING DISTURBED OR REMOVED AND REPLACED OR RESET, IN ACCORDANCE WITH THE CALIFORNIA BUSINESS & PROFESSIONS CODE SECTION 8771(B), AT THE CONTRACTOR'S SOLE EXPENSE, UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF CALIFORNIA. IN ADDITION, A RECORD OF SURVEY OR CORNER RECORD, AS APPLICABLE, SHALL BE FILED AND/OR RECORDED, IN ACCORDANCE WITH THE PROVISIONS OF SAID CODE.
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STORMWATER STRUCTURAL POLUTANT CONTROL AND HYDROMODIFICATION BMP'S
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DESCRIPTION
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ID#
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CATEGORY
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AGREEMENT DOC#
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MAINTENANCE
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* BMP'S APPROVED AS A PART OF THIS STORMWATER QUALITY MANAGEMANT PLAN (SWQMP) DATED 8/25/2017 ON FILE WITH DPW.
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STANDARD SWQMP - N/A
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ANY CHANGES TO THE ABOVE BMP'S WILL REQUIRE SWQMP REVISION AND PLAN CHANGE APPROVALS.
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RECORD PLAN
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NAME:
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R.C.E.
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DATE:
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403-380-75-00
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1920 CORDELL COURT #105
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EL CAJON, CA 92020
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PHONE: (619) 562-9464 X 103
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PARCEL B, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA OF THAT CERTAIN
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"CERTIFICATE OF COMPLIANCE" RECORDED FEBRUARY 12, 1999 AS INSTRUMENT NO.
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1999-0089426 OF OFFICIAL RECORDS RE-RECORDED MARCH 26, 1999 AS INSTRUMENT
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NO. 1999-0198427 OF OFFICIAL RECORDS.
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821 TAVERN ROAD, LLC
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THOMAS BROS MAP PG. 1233, H5
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%%uVICINITY MAP
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NOT TO SCALE
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TAVERN
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RD
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VICTORIA
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PARK
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VISTA
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MIDWAY
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DR
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ARNOLD
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ALPINE
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BLVD
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TABERNA
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WAY
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TELEPHONE NO.:(760) 761-0799
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NAME:
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MIKE HENDERSON
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PREVIOUS GRADING PERMIT NO. L-9769
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DATE
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%%UIMPROVEMENT
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%%UPROPOSED
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D-40
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RIP-RAP-SIZE (THICKNESS, CLASS,
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AND TYPE PER PLAN)
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STRAIGHT HEADWALL, TYPE A
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D-30
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(SIZE PER PLAN)
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CATCH BASIN TYPE F
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D-7
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DRAINAGE DITCH TYPE B
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D-75
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PIPE COLLAR
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D-62
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PVC PIPE (SIZE PER PLAN)
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CATCH BASIN (BROOKS PRODUCT OR EQUIV)
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DAYLIGHT LINE
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|| || || || || ||
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SIZE
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FENCE
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X
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X
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X
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Approved: WILLIAM P. MORGAN
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RECOMMENDATIONS 821 TAVERN ROAD DATED FEBRUARY 10, 2015
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CREEK
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100 YR
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INUNDATION LINE
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BMP
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SHEET
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MAINTENANCE
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N/A
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N/A
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N/A
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N/A
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SLOPE: 11,788 SF/ 0.27 AC.
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TOTAL: 26,820 SF/ 0.62 AC.
Page 2: DIGALERT - San Diego County, California › content › dam › sdc › pds › ...exp. 03/31/16. g.e. no. 2885. grading and drainage work consist of the following work to be done

TAVERN ROAD

K S ENGINEERING, INC.&

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1752.4
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1730.4
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1729.4
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1730.7
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1748.7
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1748.5
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1747.7
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1749.3
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1748.9
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1749.1
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1748.6
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1749.3
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1699.5
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1720.7
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1704.6
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1697.3
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1709.5
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1718.9
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1715.5
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1678.4
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1676.5
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1688.3
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1693.5
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1732.1
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1709.6
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1749.1
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1749.3
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1748.9
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1748.8
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1749.2
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1749.3
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1748.5
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1748.7
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1748.5
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1731.3
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1731.7
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1752.3
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1749.7
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1746.9
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1747.8
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1747.4
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1731.6
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1731.6
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1731.6
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1731.5
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1730.7
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1745.4
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1730.5
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1730.2
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1730.2
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1729.5
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1731.6
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1731.6
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1732.3
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1712.5
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1714.4
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1711.4
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1742.4
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1746.5
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1746.4
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1746.8
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1747.5
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1709.5
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1702.5
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1710.7
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1670.4
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1705
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1700
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1695
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1680
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1685
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1690
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1695
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1700
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1705
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1710
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1715
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1720
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1725
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1730
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1745
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1740
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1735
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V
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V
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?
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SHED
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CONTAINER
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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V
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V
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V
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V
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V
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PILE
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ROCK
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1731.8
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1731.9
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1731.9
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1731.7
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1731.9
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1732.1
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CB?
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1749.9
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ROCKS
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ROCKS
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ROCKS
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ROCKS
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ROCKS
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ROCKS
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ROCKS
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ROCKS
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SCATTERED BRUSH
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SCATTERED BRUSH
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1748.8
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1748.8
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1748.6
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1748.9
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1749.3
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1731.4
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1730.8
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1730.5
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1730.7
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1730.6
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1730.4
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1730.7
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1730.5
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1730.2
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1712.4
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1711.7
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1712.1
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1731.6
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1730.2
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1730.7
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1745
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1740
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1735
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1715
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1720
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1725
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1730
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61.00'
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42.00'
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BOUNDARY
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BOUNDARY
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BOUNDARY
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BOUNDARY
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1747.0 FL
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BEGIN D-75
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1745.0
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FL-GB
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1710
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1715
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1720
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1725
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1731.9
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FL
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1730.4
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FL
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1731
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1732
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1733
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1734
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1730
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1705
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2:1
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1.5:1
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DESILT BASIN
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BOT=1728.0
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1730.0 TOP
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OF 18"RISER
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IE= 1726.0
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BASIN TOP=1732.0
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12" PVC
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RIP-RAP
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10'X8.5'X1.25'
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PER D-40
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1724.5 IE
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GB
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1700.07 IE
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GB D-62
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D-62
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D-62
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D-62
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1730
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1735
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10" PVC
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5' WIDE BERM
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1746
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1746
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1744
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1742
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1740
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1740
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1741
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1742
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1743
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1744
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1745
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1747
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1739
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1738
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1737
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1736
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1735
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1734.5
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APN # 403-380-74
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(APPROX)
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1%%% MIN.
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2.2%%%
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1736
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1736
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1736
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APN # 403-380-87
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1734.0TG
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1728.8 IE (OUT)
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24"CB
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1743.92 TOP
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1743.00FL
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1740.00 IE
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TYPE F INLET
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D-75 @
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2.0%%% MIN.
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PER D-7
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D-75 @
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6.7%%% MIN.
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1743.60FL
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BEGIN D-75
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1.5:1
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1740
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2:1
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BERM
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1732
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SPILLWAY
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1731.0
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FOR OFFSITE GRADING SEE LETTER OF
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PERMISSION TO GRADE DATED 4-10-2015
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APPROX. LOCATION OF
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EXISTING LEACH LINES
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EXIST. SEPTIC TANK
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PROTECT-IN-PLACE
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APN # 403-380-05
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1731.5
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FL-HP
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1%%%
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MIN.
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1731.0
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FL-GB
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EX. SEWER
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OVERFLOW PARKING USE ONLY
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NON-HABITABLE OVERFLOW PARKING NOT
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NOT SUITABLE FOR BUILDING CONSTRUCTION
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Q100=1.66CFS
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1728.08 FL
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Q100=1.8CFS
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V100=7.3FPS
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1680.06 IE
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Q100=3.9 CFS
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V100=6.1 FPS
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TYPE F INLET
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TOP=1697.9 FL=1697.0
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IE=1692.00 IN
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1680.10 IE GB
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D-62
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12" PVC
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1731.0 IE (IN)
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EXIST. 1.5:1 SLOPE
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STA 1+26.31 C/L
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STA 1+00 D-30
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STA 1+06
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STA 1+40.57
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STA 1+53.19
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STA 1+78.43
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STA 2+00.43
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STA 1+65.81
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QUARRY STONE
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ROCK CLASS:NO. 2 BACKING
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SEE STORM DRAIN A
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OUTLET PROFILE
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A
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A
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B
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B
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EXISTING GRADING SHOWN PER
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GRADING PERMIT NO. L9769
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ENCOMPASSING PORTIONS OF
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A.P.N. #'s 403-380-74, 403-380-75,
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403-380-5, & 380-403-87.
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LIMIT OF GRADING/WORK
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LIMIT OF GRADING/WORK
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LIMIT OF GRADING/WORK
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20%%%
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EXIST. GRAVEL
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TO BE REMOVED/
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RESTORED
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METAL BEAM GUARD RAILING
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PER D-30-33
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SEE STORM DRAIN B
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OUTLET PROFILE
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STA. 1+00.04
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STA. 1+28.88
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STA. 1+47.50
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D-25 TYPE B W=2' H=1.0'
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10" PVC
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15' LONG 6"HIGH "J" WITH
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5' TRANS. PER DETAIL
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IE=1691.00 OUT
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Q100=1.6 CFS
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V100=0.5 FPS
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SEE CONNECTION
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DETAIL THIS SHEET
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ROCK SIZE: 1.1'
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TYPE 1
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FILTER BLANKET:ONE LAYER, ROCK THICKNESS: 1/4"
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%%UDEH NOTE:
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APPLICANT WILL BE RELOCATING THE ONSITE WASTEWATER SYSTEM,
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AS PART OF A MODIFICATION PERMIT. SYSTEM MODIFICATION MUST
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BE COMPLETED PRIOR TO FINAL APPROVAL OF THE GRADING.
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TO 1 1/2:1 MAX.
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NEW BERM
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BENCH NEW FILL INTO EXISTING FILL
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MIN. 93%%% COMPACTION ZONE*
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3' X 3' BENCHES (TYP)
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SOLID OUTLET PIPE
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SUBDRAIN TRENCH DETAIL
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USE SLOPE FACE REINF. GEOGRID WITH 90%%% FILL IN THE OUTER FACE ZONE
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SEE SOILS REPORT "GEOTECHNICAL EVALUATION & STABILIZATION RECOMMENDATIONS"
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DATED FEB. 10, 2015 BY SMS GEOTECHNICAL SOLUTIONS, INC. (PROJECT NO. GI-1-15-01)
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(*SEE SOILS REPORT FOR ALTERNATIVE METHOD TO 93%%% COMPACTION)
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NON-HABITABLE OVERFLOW PARKING
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NOT SUITABLE FOR BUILDING CONSTRUCTION
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PAD SURFACE DRAINAGE
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PER PLAN
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MOISTURE CONDITION &
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TRACK-WALK SLOPE FACE
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AS RECOMMENDED IN
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SOILS REPORT
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1' HIGH BERM
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BEDROCK
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WITH 6" MIN.IMUM DG SURFACE
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REBUILD SLOPE
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NATURAL GROUND
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D-75 2%%% MIN.
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SEE PLAN VIEW
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FOR ALIGNMENT
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NEW COMPACTED
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FILL PER PLAN
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D-75 2%%% MIN.
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SEE PLAN VIEW
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FOR ALIGNMENT
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15' MIN.
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NEW TOE
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KEYWAY
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5%%% MIN.
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4' MIN.
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EXISTING
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FILL
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10' MIN.
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%%USLOPE STABILIZATION & RECONSTRUCTION DETAIL
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2' MIN.
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3' MIN.
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2%%% MIN.
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N.T.S.
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P/L
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PER SOILS REPORT
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PER DETAIL
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1728 BOTTOM
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OF BASIN
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1730 TOP
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OF 18"CMP
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VARIES
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1731 MIN.
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VARIES
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10'
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VARIES
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2:1
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2:1
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RISER
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12" PVC
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SEE PROFILE
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1726.0 IE
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CMP RISER
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PER CALTRANS
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DWG. SC-2
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ALL EXCAVATIONS, GRADING, EARTHWORKS, AND GROUND PREPARATIONS
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SHOULD BE COMPLETED IN ACCORDANCE WITH CHAPTER 18 (SOILS & FOUNDATIONS)
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AND APPENDIX "J" (GRADING) OF THE 2013 CALIFORNIA BUILDING CODE (CBC),
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THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, COUNTY OF
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SAN DIEGO GRADING ORDINANCES, THE REQUIREMENTS OF THE GOVERNING AGENCIES
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AND THE FOLLOWING: SOILS REPORT "GEOTECHNICAL EVALUATION AND STABILIZATION
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RECOMMENDATIONS" SECTION VIII RECOMMENDATIONS.
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%%UGEOTECHNICAL REPORT NOTE
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1696
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1704
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1712
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1720
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1728
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1688
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1680
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1+00
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2+00
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1.5:1
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2:1
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EXIST.
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GROUND
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1+26.31 C/L
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TYPE F INLET
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TOP=1697.9
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FL=1697.0
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IE=1692.0
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10'
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STA 1+02.98
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BEGIN 24" PVC IE= 1680.06
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JOIN HEADWALL D-30
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1678.5 FL
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STA 1+07
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GB D-62
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STA 1+24.56
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STA 1+28.06
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STA 1+78.43
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1691.00 IE
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STA 1+65.81
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STA 1+53.19
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STA 1+40.57
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D-62
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D-62
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D-62
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D-62
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1724.50 IE
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1716.35 IE
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1708.21 IE
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1700.07 IE
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1692.00 IE
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STA 1+97.68
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1725.81 IE
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6.80%%%
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64.5%%%
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STA 2+00.43
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1730.00 TOP
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1728.0
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BASIN BOTTOM
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1733
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TOP OF BERM
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%%USECTION A-A
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PER SOILS REPORT "GEOTECHNICAL EVALUATION AND STABILIZATION" DATED 2-10-2015
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%%UPROFILE STORM DRAIN OUTLET A
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N.T.S.
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%%UDE-SILT BASIN B
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N.T.S.
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N.T.S.
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TYPICAL BERM AT TOP OF SLOPE
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%%UBERM
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H
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'L' FEET
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'H' FEET
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5' TO 20' IN HEIGHT 2.5'
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0' TO 5' IN HEIGHT 0'
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12"
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4'
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L
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L
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1.5:1
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1.5:1
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1728
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1732
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1736
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1740
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1744
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1748
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1724
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1720
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1+50
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%%UPROFILE STORM DRAIN B
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N.T.S.
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1+00
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1+00.04
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1+27.88
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1+29.88
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1+47.50 C/L
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TYPE F INLET
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1.5:1
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1+28.88 C/L
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TYPE F INLET
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PROPOSED
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GROUND
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1+45.75
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1740.00 IE
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1728.33 IE
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1728.52 IE
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1730.11 IE
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0+98 C/L
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D-75 TYPE B
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1743.92 TOP
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1743.00 FL
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1740.00 IE
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27.84' 10"
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PVC @ 0.68%%%
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15.87'
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@ 62.3%%%
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10" PVC
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1.5:1
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1734.00 TG
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1728.08 FL
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%%UOUTLET DETAIL @ D-25
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6" "J"
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1728.08
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FL
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1728.33
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IE
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10" PVC
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D-25
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1726.00 IE
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OF RISER
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1680.10 IE
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17.56' 10"
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27.84' 10"
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62.0%%%
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VARIES
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ENGINEER'S NAME: K & S ENGINEERING, INC.
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PHONE No. (619) 296-5565
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Fax: (619) 296-5564
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7801 Mission Center Court, Suite 100 San Diego, CA 92108
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(619) 296-5565
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Planning . Engineering . Surveying
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EXP 6/30/18
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W
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No. 48592
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O
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R
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821 TAVERN ROAD, LLC
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COUNTY OF SAN DIEGO
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DEPARTMENT OF PUBLIC WORKS
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SHEET
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SHEETS
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PRIVATE CONTRACT
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2
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GRADING PLAN FOR:
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FILE No.
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Permit No.
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Grading
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R.C.E.
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48592
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Engineer of work:
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Kamal S. Sweis
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Date
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COUNTY ENGINEER
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By:
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4
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CALIFORNIA COORDINATE INDEX: 246-1833(X)
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821 TAVERN ROAD, LLC
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0
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GRAPHIC SCALE:
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40
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60
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10
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1" = 20'
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20
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.
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PDS2015-LDGRMJ-300233
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Approved: WILLIAM P. MORGAN
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DATE
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NOT TO SCALE
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FL=1697.00
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IE=1691.00
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TOP=1697.90
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%%UTYPE "F" CATCH BASIN CONNECTION DETAIL
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TYPE "B" BROWDITCH PER D-75
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12" PVC
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PLAN VIEW
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SECTION
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3'
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TYPE "B" BROWDITCH PER D-75
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Approved by:
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Date:
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Description
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No.
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COUNTY APPROVED CHANGES
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RECORD PLAN
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NAME:
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R.C.E.
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DATE:
Page 3: DIGALERT - San Diego County, California › content › dam › sdc › pds › ...exp. 03/31/16. g.e. no. 2885. grading and drainage work consist of the following work to be done

PRIVATE CONTRACT

K S ENGINEERING, INC.&

TYPICAL FIBER ROLL INSTALLATIONTYPICAL FIBER ROLL INSTALLATIONSC-5

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1752.4
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1750.4
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1749.3
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1751.5
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1730.4
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1729.4
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1730.7
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1748.7
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1748.5
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1747.7
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1749.3
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1748.9
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1749.1
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1748.6
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1749.3
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1699.5
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1720.7
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1704.6
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1697.3
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1709.5
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1688.3
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1693.5
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1732.1
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1709.6
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1749.1
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1749.3
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1748.9
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1748.8
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1749.2
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1749.3
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1749.4
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1748.5
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1748.7
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1748.5
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1731.3
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1731.7
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1750.3
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1749.5
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1749.8
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1747.8
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1731.6
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1731.6
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1731.6
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1731.5
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1730.7
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1730.5
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1695
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1680
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1685
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1690
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1695
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1700
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1725
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1730
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V
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?
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SHED
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CONTAINER
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CONC
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CONC
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CONC
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CONC
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DIRT
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DIRT
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PILE
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ROCK
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1749.9
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1750.4
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1750.4
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1750.2
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1750.3
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1750.2
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1749.9
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1749.6
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1749.6
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ROCKS
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ROCKS
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ROCKS
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SCATTERED BRUSH
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1750.2
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1748.8
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1748.8
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1748.6
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1748.9
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1749.3
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1731.4
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1730.8
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1730.5
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1730.7
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1712.4
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1711.7
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1712.1
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1730.2
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1730.7
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1745
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1740
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1735
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1715
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1720
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1710
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1720
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1725
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1731
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1734
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1730
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1705
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1730
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1735
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1746
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1746
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1744
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1742
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1740
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1741
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1742
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1743
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1744
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1745
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1747
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1739
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1738
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1737
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1736
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1735
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1734.5
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APN # 403-380-74
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1736
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1736
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1736
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1740
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20%%%
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W:\data-w\PROJECTS-W\12-012\DWG\Final\12-012Grd02.dwg 10/6/2014 5:04:10 PM PDT
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ENGINEER'S NAME: K & S ENGINEERING, INC.
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PHONE No. (619) 296-5565
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DEPARTMENT OF PUBLIC WORKS
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CALIFORNIA COORDINATE INDEX 246-1833(X)
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-
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COUNTY OF SAN DIEGO
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SHEET
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3
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4
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SHEETS
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ROCKCREST SUBDIVISION
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Fax: (619) 296-5564
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7801 Mission Center Court, Suite 100 San Diego, CA 92108
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(619) 296-5565
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Planning . Engineering . Surveying
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EXP 6/30/18
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W
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No. 48592
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O
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R
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A
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N.T.S.
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(MAXIMUM INTERVAL 10')
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N.T.S.
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INTO A STEEPER SLOPE
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SLOPE WHERE IT TRANSITIONS
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INSTALL A FIBER ROLL NEAR
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( 12" )
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%%USECTION A-A%%U
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MIN
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MAX 1.2 M (48" MAX.)
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WOOD STAKES
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SPACING
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19MM
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19 MM X
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( 8" )
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MM
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MAX
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VARIES
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200 MM MIN.
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FIBER ROLL
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FACE OF THE SLOPE
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MEASURED ALONG THE
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VERTICAL SPACING
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FIBER ROLLS
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1.2 M MAX
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ALONG A LEVEL CONTOUR.
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1.2 M MAX
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NOTE:
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INSTALL FIBER ROLL
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TYP.
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A
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A
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( 48" )
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( 8' )
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100
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300 MM
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( 16" MIN. )
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( 3/4" X 3/4" )
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( 48" )
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1 EA
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SC-10
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STORM DRAIN INLET PROTECTION
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1 EA
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1 EA
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1 EA
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1 EA
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%%uSYMBOL
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%%uQTY
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%%UDETAIL%%U
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%%uLEGEND%%u
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TC-1, 3
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STABIILIZED CONSTRUCTION ENTRANCE
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WM-5
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WM-9
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WM-8
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WM-1
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GRAVEL BAGS
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WM-9
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SANITARY MANAGEMENT AREA
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WM-8
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STORAGE AREA
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WM-1
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MATERIAL DELIVERY AND
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SC-6
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%%uDESCRIPTION%%u
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PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP).
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IN THE CASQA BMP HANDBOOK (LASTES VERSION) OR THE
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DETAILED IN THIS SET OF CONSTRUCTION DRAWINGS MAY BE FOUND
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3. CONSTRUCTION SITE BMPs DESIGNATED IN THE LEGEND AND NOT
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2. SEE SHEET 4 FOR EROSION CONTROL NOTES.
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1. GRAVEL BAGS IN WORK ZONE ONLY.
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8"
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MIN
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3/4"
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PONDING HT.
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PONDING HT.
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STEEL OR WOOD
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POST 36" HIGH
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MAX., TYP.
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14"
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8"
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RUNOFF
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14"
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GRAVEL
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TYP.
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ATTACHED SECURELY
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SIDE OF POST,
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TO UPSTREAM
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FILTER FABRIC
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RUNOFF
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BACKFILL.
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TRENCH WITH NATIVE BACKFILL
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W/COMPACTED
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4"X6" TRENCH
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TRENCH WITH GRAVEL
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RUNOFF
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PONDING HT.
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INSTALLATION WITHOUT TRENCHING
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%%UALTERNATE ANCHOR DETAILS
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TYP.
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12" MIN
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HEIGHT, TYP.
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STORAGE
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%%USTANDARD ANCHOR DETAIL
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9" MAX.
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SEDIMENT
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N.T.S.
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%%uSILT FENCE
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1. SET POSTS AND EXCAVATE A
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4 BY 4 IN (10 BY 10 CM)
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TRENCH UPSLOPE FROM AND
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ALONG THE LINE OF POSTS.
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2. STAPLE WIRE FENCING TO
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THE POSTS.
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3. ATTACH THE FILTER FABRIC TO
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THE WIRE FENCE AND EXTEND IT
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INTO THE TRENCH.
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4. BACKFILL AND COMPACT THE
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EXCAVATED SOIL.
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4 IN (10 CM)
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FILTER FABRIC
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WIRE
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DAM SPACING
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MAXIMUM CHECK
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%%UNOTES%%U:
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RUNOFF
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WATER
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SOIL OR OTHER MATERIAL
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GRAVEL, SANDBAGS, COMPACTED
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N.T.S.
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%%UCHECK DAM DETAIL
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50'
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%%UCHECK DAM
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RUNOFF
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PONDED
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N.T.S.
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%%UGRAVEL BAG DETAIL
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6"
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3"
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FINISH
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GRADE
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GRAVEL BAGS
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N.T.S.
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%%uTYPICAL GRAVEL BAG SECTION
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LEAVE OUT TWO
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BAGS TO FORM
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WEIR
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3'
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GRAVEL BAGS
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GRAVEL IN
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BURLAP BAGS
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50'
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WITH FILTER FABRIC
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CRUSHED AGGREGATE GREATER THAN
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%%USTABILIZED CONSTRUCTION ENTRANCE
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N.T.S.
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ROADWAY
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DIVERSION RIDGE
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1'
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2'
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1'
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2:1 MAX
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2% MIN
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SLOPE PER PLAN
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%%UBERM AT SLOPE DETAIL
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N.T.S.
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3" BUT SMALLER THAN 6
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10'MIN. OR
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AS REQUIRED TO
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ACCOMODATE TRAFFIC
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*
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SHEET GUIDELINES WILL BE FOLLOWED REGARDLESS OF LOCATION.
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CONSTRUCTION CONDITIONS MAY DICTATE LOCATION. BMP DATA
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LOCATIONS TO BE DETERMINED IN FIELD BY CONTRACTOR.
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SLOPE
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FIBER ROLLS
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SC-5
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By:
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Approved: WILLIAM P. MORGAN
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COUNTY ENGINEER
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Date
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48592
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R.C.E.
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Grading
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Permit No.
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Kamal S. Sweis
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Engineer of work:
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COUNTY APPROVED CHANGES
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No.
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Description
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Date:
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Approved by:
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821 TAVERN ROAD, LLC
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PDS 2015-LDGRMJ-30023
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MIN
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MAX 1.2 M (48" MAX.)
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WOOD STAKES
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SPACING
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19MM
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19 MM X
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( 8" )
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MM
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MAX
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VARIES
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200 MM MIN.
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FIBER ROLL
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FACE OF THE SLOPE
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MEASURED ALONG THE
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VERTICAL SPACING
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FIBER ROLLS
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1.2 M MAX
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ALONG A LEVEL CONTOUR.
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1.2 M MAX
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NOTE:
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INSTALL FIBER ROLL
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TYP.
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A
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A
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( 48" )
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( 8' )
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100
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300 MM
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( 16" MIN. )
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( 3/4" X 3/4" )
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( 48" )
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1 EA
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STORM DRAIN INLET PROTECTION
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500 SF
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1 EA
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1 EA
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1 EA
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1 EA
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11,510 SF
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632 LF
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350 EA
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%%uSYMBOL
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%%uQTY
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%%UDETAIL%%U
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%%uLEGEND%%u
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STABIILIZED CONSTRUCTION ENTRANCE
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SS-3/SS-4
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WM-5
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SOLID WASTE MANAGEMENT
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WM-9
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WM-8
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WM-1
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GRAVEL BAGS
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CONCRETE WASTE MANAGEMENT AREA
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STORAGE AREA
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WM-1
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MATERIAL DELIVERY AND
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%%uDESCRIPTION%%u
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PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP).
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IN THE CASQA BMP HANDBOOK (LASTES VERSION) OR THE
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DETAILED IN THIS SET OF CONSTRUCTION DRAWINGS MAY BE FOUND
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3. CONSTRUCTION SITE BMPs DESIGNATED IN THE LEGEND AND NOT
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2. SEE SHEET 4 FOR EROSION CONTROL NOTES.
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1. GRAVEL BAGS IN WORK ZONE ONLY.
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8"
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MIN
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3/4"
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PONDING HT.
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PONDING HT.
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STEEL OR WOOD
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POST 36" HIGH
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MAX., TYP.
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1. SET POSTS AND EXCAVATE A
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4 BY 4 IN (10 BY 10 CM)
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TRENCH UPSLOPE FROM AND
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ALONG THE LINE OF POSTS.
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2. STAPLE WIRE FENCING TO
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THE POSTS.
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3. ATTACH THE FILTER FABRIC TO
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THE WIRE FENCE AND EXTEND IT
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INTO THE TRENCH.
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4. BACKFILL AND COMPACT THE
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EXCAVATED SOIL.
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4 IN (10 CM)
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FILTER FABRIC
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WIRE
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DAM SPACING
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MAXIMUM CHECK
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%%UNOTES%%U:
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RUNOFF
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WATER
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SOIL OR OTHER MATERIAL
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GRAVEL, SANDBAGS, COMPACTED
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N.T.S.
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%%UCHECK DAM DETAIL
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50'
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%%UCHECK DAM
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RUNOFF
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PONDED
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N.T.S.
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%%UGRAVEL BAG DETAIL
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6"
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3"
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FINISH
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GRADE
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GRAVEL BAGS
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N.T.S.
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%%uTYPICAL GRAVEL BAG SECTION
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LEAVE OUT TWO
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BAGS TO FORM
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WEIR
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3'
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GRAVEL BAGS
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GRAVEL IN
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BURLAP BAGS
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50'
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WITH FILTER FABRIC
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CRUSHED AGGREGATE GREATER THAN
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R/W
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%%USTABILIZED CONSTRUCTION ENTRANCE
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N.T.S.
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ROADWAY
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DIVERSION RIDGE
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1'
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2'
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1'
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2:1 MAX
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2% MIN
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SLOPE PER PLAN
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%%UBERM AT SLOPE DETAIL
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N.T.S.
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EROSION CONTROL & CONSTRUCTION BMP'S FOR:
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3" BUT SMALLER THAN 6
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10'MIN. OR
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AS REQUIRED TO
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ACCOMODATE TRAFFIC
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SILT FENCE
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SC-1
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*
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SHEET GUIDELINES WILL BE FOLLOWED REGARDLESS OF LOCATION.
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CONSTRUCTION CONDITIONS MAY DICTATE LOCATION. BMP DATA
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LOCATIONS TO BE DETERMINED IN FIELD BY CONTRACTOR.
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SLOPE
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1664 LF
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FIBER ROLLS
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VEGETATION STABILIZATION PLANTING SUMMER)
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By:
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COUNTY ENGINEER
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Date
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48592
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R.C.E.
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Grading
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Permit No.
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Kamal S. Sweis
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Engineer of work:
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COUNTY APPROVED CHANGES
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No.
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Description
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Date:
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Approved by:
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821 TAVERN ROAD, LLC
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0
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GRAPHIC SCALE:
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40
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60
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10
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1" = 20'
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20
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.
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STABILIZED CONSTRUCTION ENTRANCE
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SILT FENCE
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FIBER ROLL
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STORM DRAIN
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INLET PROTECTION
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WM-9
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WM-8
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WM-5
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WM-1
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WM-9
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WM-8
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WM-5
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VEGETATION STABILIZATION PLANTING
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STABILIZED CONSTRUCTION ENTRANCE
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SC-2
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SEDIMENT/DESILTING BASIN
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500 SF
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WM-4
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DATE
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SS-10
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ENERGY DISSIPATER OUTLET PROTECTION
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1 EA
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1 EA
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WM-4
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WM-4
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SPILL PREVENTION AND CONTROL
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1 EA
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ENERGY DISSIPATER
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W/OUTLET PROTECTION
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DESLITING
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BASIN
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SC-1
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SC-5
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SC-10
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SS-10
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SC-2
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TC-1
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STORM DRAIN
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%%UTC-1
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%%USC-6
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SC-6
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SC-1
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TC-1
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SS-4
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MAINTAIN NATURAL DRAINAGE PATHWAY
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LANDSCAPING WITH NATIVE AND DROUGHT TOLERANT SPECIES
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BONDED FIBER MATRIX OR STABILIZED FIBER MATRIX (WINTER)
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4.2.1 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4
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%%UPOST CONSTRUCTION SOURCE CONTROL BMP'S
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4.3.1 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES
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%%USITE DESIGN BMP'S
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4.3.3 MINIMIZE IMPERVIOUS AREA
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4.3.7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES
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4.3.1
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4.3.7
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MINIMIZE IMPERVIOUS AREA
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4.3.3
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4.2.6 A
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4.2.6 A
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4.2.6 A ONSITE STORM DRAIN INLETS
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4.2.1
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4.2.1
Page 4: DIGALERT - San Diego County, California › content › dam › sdc › pds › ...exp. 03/31/16. g.e. no. 2885. grading and drainage work consist of the following work to be done

K S ENGINEERING, INC.

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COUNTY OF SAN DIEGO
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DEPARTMENT OF PUBLIC WORKS
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SHEET
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SHEETS
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PRIVATE CONTRACT
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4
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EROSION CONTROL NOTES FOR:
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FILE No.
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Permit No.
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Grading
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R.C.E.
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48592
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Engineer of work:
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Kamal S. Sweis
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Date
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COUNTY ENGINEER
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By:
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4
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ENGINEER'S NAME: K & S ENGINEERING, INC. PHONE No. (619) 296-5565
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EXP 6-30-18
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NO.48592
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1.
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2.
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3.
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ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
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INSTALLED AND MAINTAINED AS REQUIRED IN THE LATEST EDITION OF THE LANDSCAPE
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STANDARDS AND SECTION 142.0411 OF THE SAN DIEGO MUNICIPAL LAND DEVELOPMENT CODE
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A. HYDROSEEDING SHALL BE APPLIED TO:
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1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
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WHEN THEY ARE:
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STREET.
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b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
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2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
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EXIST:
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a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
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LANDSCAPING) WITHIN 30 DAYS OF ROUGH GRADING.
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b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
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VISIBLE TO THE PUBLIC.
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c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
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THAT WARRANTS IMMEDIATE TREATMENT.
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B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
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CRITERIA:
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1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
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a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
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WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
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OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
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b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
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AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
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COVERAGE.
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2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
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ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
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PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
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PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS AND COSTS OF
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THE ELEMENTS OF THE PROPOSED SYSTEM.
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3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
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OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
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C. SLOPE HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
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1. SEED MIX SHALL CONSIST OF NO LESS THAN:
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a. 20 lbs. PER ACRE OF ROSE CLOVER
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b. 20 lbs. PER ACRE OF ZORRO FESCUE
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c. 3 lbs. PER ACRE OF ESCHSCOLZIA CALIFORNICA
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d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
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e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
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g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
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EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
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h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
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FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
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BROADCASTING BEFORE HYDROSEEDING.
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i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
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UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
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AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
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SAID CONTAINERS.
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j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
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SLURRY AT THE DISCRETION OF THE CONTRACTOR.
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2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
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TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
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HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
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ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
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THE STRAW INTO THE SOIL.
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3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
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15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
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D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
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1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
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b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
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c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
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2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
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a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
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SATURATED SEED BED.
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b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
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COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
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E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
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THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
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THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
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RELEASED.
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%%uPLANTING AND IRRIGATION%%u
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a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
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f. 1/2 lb. PER ACRE OF DIMORPHOLECA
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LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
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a. TRACK WALKING SLOPES STEEPER THAN 6:1
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AND THE FOLLOWING SPECIFICATIONS:
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(TEMPORARY PAD HYDROSEEDING MIX PER SHEET 14.)
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FOR APPROVAL.
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MANUFACTURER'S DILUTION RATIO SHALL BE SUBMITTED TO THE COUNTY INSPECTOR
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IN ACCORDANCE WITH APPROVED APPLICATION RATES, COVERAGE, AND
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FLOCCULATE (CLUMP) SEDIMENT.
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THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PREVENT EROSION, AND
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SOIL-STABILIZING LIQUID EMULSION WITH 3,000 LBS. OF HYDRAULIC MULCH.
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APPLICATION VOLUME SHALL BE 10 GALLONS NON-TOXIC WATER-PERMEABLE
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UNTIL 70% VEGETATION ESTABLISHMENT.
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AS WITH ALL OTHER APPLICATIONS, SFM WILL NOT BE CONSIDERED PERMANENT
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CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS.
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REDUCE TRIPPING BY PEDESTRIANS.
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ANY TILES MUST BE PLACED FLUSH WITH THE TOP OF CONCRETE TO
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AREA.
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ACCESS POINTS ALONG CHANNELS AND CREEKS WITHIN THE PROJECT
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WHICH PROHIBIT ILLEGAL DUMPING, MUST BE POSTED AT PUBLIC
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AND /OR GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING.
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LANGUAGE (SUCH AS: "NO DUMPING - DRAINS TO SWEETWATER RIVER
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AREA SHALL HAVE A STENCIL OR TILE PLACED WITH PROHIBITIVE
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A). ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN THE PROJECT
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C). LEGIBILITY OF STENCILS, TILES AND SIGNS MUST BE MAINTAINED.
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B). SIGNS AND PROHIBITIVE LANGUAGE AND/OR GRAPHICAL ICONS,
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%%UBMP STENCIL PLACEMENT NOTES%%U
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9 37C-----
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4. ON PROJECTS OF GREATER THAN ONE ACRE, ADD THE FOLLOWING NOTE:
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(BEST MANAGEMENT PRACTICES) THAT HAVE BEEN INCORPORATED INTO
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SWPPP ON SITE AND AVAILABLE FOR REVIEW BY COUNTY.
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ACCEPTABLE ALTERNATE WITHIN 24 HOURS, OR AS SOON AS SAFE T0 DO SO.
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INSTALLED BMPs FAIL, THEY MUST BE REPAIRED OR REPLACED WITH AN
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DURING ANY INACTIVE PERIOD.
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EROSION CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED
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INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL
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AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF A FORECAST RAIN.
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%%UBONDED FIBER MATRIX (BFM) NOTES:%%U
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FOR THIS PROJECT IS . THE PERMITEE SHALL KEEP A COPY OF THE
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OPERATIONS ASSOCIATED WITH THESE PLANS. THE NOI NUMBER ASSIGNED BY SWRCB
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ASSOCIATED WITH CONSTRUCTION ACTIVITY (PERMIT NO. CAS000002) FOR ALL
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REQUIREMENTS OF CALIFORNIA GENERAL PERMIT FOR STORM WATER DISCHARGES
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(SWPPP) HAS BEEN PREPARED OR WILL BE PREPARED IN ACCORDANCE WITH THE
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CONTROL BOARD (SWRCB) AND THAT A STORM WATER POLLUTION PREVENTION PLAN
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A NOTICE OF INTENT (NOI) HAS BEEN, OR WILL BE FILED WITH THE STATE WATER
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IN ENFORCEMENT ACTION BY THE COUNTY OF SAN DIEGO OR OTHERS. IF
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AND FAILURE TO PROPERLY INSTALL OR MAINTAIN THE BMPs MAY RESULT
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THE MAINTENANCE OF THE BMPs IS THE PERMITEE'S RESPONSIBILITY,
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ACTIVITIES ON STORM WATER QUALITY.
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THE POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION
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THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT
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APPLICABLE STORM WATER REGULATIONS AT ALL TIMES. THE BMPs
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3. THE PROPERTY OWNER IS OBLIGATED TO INSURE COMPLIANCE WITH ALL
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LONG-TERM PROTECTIONS ARE INSTALLED, THE DISTURBED AREA SHALL BE
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FOR 15 DAYS MUST BE FULLY PROTECTED FROM EROSION. UNTIL ADEQUATE
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BE MAINTAINED. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED
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SATISFACTION THAT THE ADEQUATE EROSION AND SEDIMENT CONTROL CAN
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WITHOUT DEMONSTRATING TO THE SAN DIEGO COUNTY D.P.W DIRECTOR'S
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2. NO AREA BEING DISTURBED SHALL EXCEED 50 ACRES AT ANY GIVEN TIME
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BE RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT
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RETAINED ON THE JOB SITE IN A MANNER THAT ALLOWS FULL DEPLOYMENT
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BY THE PROPERTY OWNER IN THE EVENT OF A RAINSTORM. 125 SHALL BE
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ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED
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1. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT
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%%USTORM WATER MANAGEMENT NOTES:%%U
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%%uGEOTEXTILE
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%%UEROSION CONTROL NOTES:
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(STAPLE/YD
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)
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2
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2
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2
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(1 STAPLE/YD) ON CENTERS. GENTLE SLOPES REQUIRE A MINIMUM OF 1 STAPLE/M
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REQUIRE A MINIMUM OF 1-1/2 STAPLES/M (1 STAPLES/YD), PLACING 1 STAPLE/M
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OF 2 STAPLES/M (2 STAPLES/YD ). MODERATE SLOPES, 1:2 (V:H) TO 1:3 (V:H),
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PLACED ALONG THE EDGES. STEEP SLOPES, 1:1 (V:H) TO 1:2 (V:H), REQUIRE A MINIMUM
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SOIL. STAPLES SHALL BE PLACED DOWN THE CENTER AND STAGGERED WITH THE STAPLES
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-STAPLE BLANKETS SUFFICIENTLY TO ANCHOR BLANKET AND MAINTAIN CONTACT WITH THE
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-LAY BLANKETS LOOSELY AND MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT STRETCH.
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(12 IN) APART.
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150 MM (6 IN) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 300 MM
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-WHEN BLANKETS MUST BE SPLICED, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH
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STAPLE EVERY 1M (3 FT).
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-OVERLAP THE EDGES OF ADJACENT PARALLEL ROLLS 50 MM (2 IN) TO 75 MM (3 IN) AND
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-UNROLL BLANKET DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
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150 MM (6 IN) WIDE TRENCH. BACKFILL TRENCH AND TAMP EARTH FIRMLY.
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-BEGIN AT THE TOP OF THE SLOPE AND ANCHOR THE BLANKET IN A 150 MM (6 IN) DEEP BY
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THESE WILL BE AS FOLLOWS:
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ALWAYS CONSULT THE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. IN GENERAL,
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%%UINSTALLATION ON SLOPES
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PENETRATION TO RESIST PULLOUT. LONGER ANCHORS MAY BE REQUIRED FOR LOOSE SOILS.
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SHOULD BE 150 MM (6 IN) TO 450 MM (18 IN) LONG AND HAVE SUFFICIENT GROUND
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STAPLE AND METAL STAKES SHOULD BE DRIVEN FLUSH TO THE SOIL SURFACE. ALL ANCHORS
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DIAMETER STEEL WITH A 40 MM (1.5 IN) STEEL WASHER AT THE HEAD OF THE PIN. WIRE
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SHOULD BE MINIMUM OF 11 GAUGE. METAL STAKE PINS SHOULD BE 5 MM (0.188 IN)
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CAN BE USED TO ANCHOR MATS AND BLANKETS TO THE GROUND SURFACE. WIRE STAPLES
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U-SHAPED WIRE STAPLES, METAL GEOTEXTILE STAKE PINS OR TRIANGULAR WOODEN STAKES
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%%UANCHORING
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AND PRIOR TO FILLING THE MAT WITH SOIL.
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IS SPECIFIED, SEED THE MATTING AND THE ENTIRE DISTURBED AREA AFTER INSTALLATION
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OTHER AREAS DISTURBED DURING INSTALLATION MUST BE RESEEDED. WHERE SOIL FILLING
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APPLICATION. WHEN SEEDING PRIOR TO BLANKET INSTALLATION, ALL CHECK SLOTS AND
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SEEDING AFTER MAT INSTALLATION IS OFTEN SPECIFIED FOR TURF REINFORCEMENT
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SEED THE AREA BEFORE BLANKET INSTALLATION FOR EROSION CONTROL AND REVEGETATION.
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%%USEEDING
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SOIL TESTS, THE SEEDING PLAN, AND MANUFACTURER'S RECOMMENDATIONS.
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-INCORPORATE AMENDMENTS, SUCH AS LIME AND FERTILIZER, INTO THE SOIL ACCORDING TO
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-PREPARE SEEDBED BY LOOSENING 50 MM (2 IN) TO 75 MM (3 IN) OF TOPSOIL.
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BLANKETS OR MATS WILL HAVE COMPLETE, DIRECT CONTACT WITH THE SOIL.
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-REMOVE ALL ROCKS, CLODS, VEGETATION OR OTHER OBSTRUCTIONS SO THAT THE INSTALLED
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-GRADE AND SHAPE THE AREA OF INSTALLATION.
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OR MATTING WITH THE SOIL.
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-PROPER SITE PREPARATION IS ESSENTIAL TO ENSURE COMPLETE CONTACT OF THE BLANKET
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%%USITE PREPARATION
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FLAT AREAS OF LESS THAN 5% (LIKE BUILDING PADS, PARKING AREAS, LEACH FIELDS) SHALL
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HAVE 100% PROTECTION USING GEOTEXTILES, MATS (SS-7 OR ESC20), OR OTHER MATERIAL
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APPROVED BY THE COUNTY FOR STABILIZING SLOPES, OR USING TRACKING AND SOIL
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STABILIZERS/BINDERS (SS-5), TEMPORARY SEEDING (SS-4), MULCH/WOOD CHIPS
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(SS-5, SS-6, SS-8), OR MATTING (SS-7). THE COUNTY MAY REDUCE THIS REQUIREMENT
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FOR FLAT AREAS PROVIDED FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED
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AND MAINTAINED DESILTATION BASINS (SC-2) AT ALL PROJECT DISCHARGE POINTS.
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%%uFLAT AREAS:
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1. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST OF THE SLOPES. 3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. 4. AS SOON AS CUT OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1, ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS BETWEEN OCTOBER 1, AND APRIL 30 APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND OR THE CREATION OF EMBANKMENT SLOPES. 5. CATCH BASINS, DESILTING BASIN AND STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS. 6. GRAVEL BAGS CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR EXCAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. 7. THE DEVELOPER TO MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE GRAVEL BAGS, CATCH BASIN AND DESILTING BASINS AND KEEP THE FACILITIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE COUNTY OF PUBLIC WORKS. THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE COUNTY OF PUBLIC WORKS.
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6. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED
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5. COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED, THE MINIMUM
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4. FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN
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BERMS AT TOP OF SLOPES TO DIVERT FLOW FROM FACE OF THE PROTECTED SLOPE.
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3. THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION
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DIRECTIONS AND ANGLES).
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SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLIED FROM MULTIPLE
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2. THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND
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SEPTIC FIELD AREA
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SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND
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1. SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A
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%%USTABILIZED FIBER MATRIX (SFM) NOTES:%%U
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MULTIPLE ANGLES).
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REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL.
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INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE
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6. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN
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CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION.
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5. FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN
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4. BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICATION FROM
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THE TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE SLOPE.
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3. THE SITE MUST BE PROTECTED WITH BROW DITCHES AND/OR DIVERSION BERMS AT
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2. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL.
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SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1.
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1. APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR
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DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS.
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OF SILT AND SAND AND SHALL REPAIR ANY ERODED SLOPES AS
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DESILTING BASINS AND KEEP THESE FACILITIES CLEAN AND FREE
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ALL SOIL INTERCEPTED BY THE GRAVEL BAGS, CATCH BASINS AND
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COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE
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MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE
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7. THE DEVELOPER TO MAINTAIN THE PLANNING AND EROSION CONTROL
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PUBLIC WORKS.
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EXCAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF
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GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR
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COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH
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6. GRAVEL BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE
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OF PUBLIC WORKS.
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BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT
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5. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL
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CREATION OF EMBANKMENT SLOPES.
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IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND/OR THE
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APRIL 15, APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED
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THE COUNTY DEPARTMENT OF PUBLIC WORKS. BETWEEN OCTOBER 1 AND
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WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY
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THAN OCTOBER 1, ALL CUT AND FILL SLOPES SHALL BE STABILIZED
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4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER
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TOPOGRAPHY.
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HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING
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3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND
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FROM FLOWING OVER THE CREST OF SLOPES.
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2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER
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EROSION.
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THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING
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TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS
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WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES
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AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS
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PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS
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1. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO
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%%UEMERGENCY EROSION CONTROL MEASURE%%U
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STABILIZED.
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SLOPES OR OTHER OBSTRUCTIONS.
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OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST.
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CLOTH SHOULD BE SPLICED TOGETHER AT A SUPPORT POST, WITH A MINIMUM OF 6"
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ROLL, THEN CUT TO THE LENGTH OF THE BARRIER. WHEN JOINTS ARE NECESSARY, FILTER
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NOT BE REMOVED UNTIL THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
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HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. FILTER FENCES SHOULD
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NECESSARY. SEDIMENT MUST BE REMOVED WHEN IT REACHES APPROXIMATELY ONE THIRD THE
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INSPECT MONTHLY DURING DRY PERIODS AND IMMEDIATELY AFTER EACH RAINFALL. REPAIR AS
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%%UMAINTENANCE:
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-THE TRENCH SHOULD BE BACKFILLED WITH COMPACTED NATIVE MATERIAL.
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-AVOID THE USE OF JOINTS. THE FILTER FABRIC SHOULD BE PURCHASED IN A CONTINUOUS
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ELIMINATED AND THE FILTER FABRIC STAPLED OR WIRED DIRECTORY TO THE POSTS.
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FABRIC AND CLOSER POST SPACINGS ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE
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40" OF THE FABRIC SHOULD EXTEND INTO THE TRENCH. WHEN EXTRA-STRENGTH FILTER
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HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 4".
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SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR
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IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLOPE
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OF POSTS AND UP SLOPE FORM THE BARRIER. WHEN STANDARD STRENGTH FILTER FABRIC
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GROUND A MINIMUM OF 30".
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ANALYSIS, U.S. STANDARD SIEVE NO. 200, [0.0029 IN. (0.74 MM.)], BUT IS NOT FINER
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THAN AN EQUIVALENT OPENING SIZE (EOS) OF 70.
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AROUND THE FENCE.
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SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOES OF
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-CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR.
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%%uSILT FENCE NOTES:
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-DO NOT PLACE FENCE ON A SLOPE OR ACROSS ANY CONTOUR LINE.
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-SILT FENCES SHOULD REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY
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-PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND TO ALLOW
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-TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORM WATER FROM FLOWING
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-LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE.
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-DO NOT PLACE IN LIVE STREAMS OR INTERMITTENTLY FLOWING CHANNELS.
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-SELECT FILTER FABRIC WHICH RETAINS 85% OF THE SOIL BY WEIGHT BASED ON SIEVE
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-POSTS SHOULD BE SPACED A MAXIMUM OF 6' APART AND DRIVEN SECURELY INTO THE
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%%UINSTALLATION:
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-A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 8" WIDE AND 12" DEEP ALONG THE LINE
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-THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND
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6 60 LOTUS SCOPARIUS
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2 60 FREMONTODENDRON
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5 75 LUPINUS SUCCULENTUS
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2 60 MIMULUS PENICEUS
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5 50 HETEROMELES ARBUTIFOLIA
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58 - TRIFOLIUM HIRTUM
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58 - BROMUS HORDAECEOUS
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58 - BLANDO BROME
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5 40 RHUS OVATA
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2 - SALIX HINDSIANA
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6 40 RHUS INTEGRIFOLIA
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4 60 VIGUIRA LACINIATA
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2 - SALIX LASIOLEPSIS
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%%ULBS PER ACRE%%U %%U%GERM/PER ACRE%%U %%USPECIE%%U
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8 75 ESCHSCHOLTZIA CALIFORNICA
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10 60 EIROGENUM FASCICULATUM
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4 40 ENCELIA CALIFORNICA
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8 80 FESTUCA MEGALURA
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1 20 DENDROMECON RIGIDA
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2 60 ARTEMISIA CALIFORNICA
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%%UHYDROSEED MIX:
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%%UHYDROSEED NOTES:%%U
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PRIOR TO THE ACCEPTANCE OF THE HYDROSEEDED AREAS BY
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IT IS THE INTENT THAT THE HYDROSEED MIX BE APPLIED NO
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THE COUNTY RESIDENT ENGINEER, A CERTIFICATION REPORT
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MUST BE SUBMITTED BY A REGISTERED LANDSCAPE
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ARCHITECT, STATING THAT THE HYDROSEEDING WAS DONE
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ACCORDING TO THE PROJECT SPECIFICATIONS AND THAT THE
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GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION.
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SOONER THAN JUST BEFORE THE FIRST RAIN IN OCTOBER AND NO
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LATER THAN JUST AFTER THE SECOND RAIN AFTER THE FIRST RAIN
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IN OCTOBER.
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ALL DISTURBED SLOPES TO BE HYDROSEEDED UNLESS OTHERWISE
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NOTED.
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LESS THAN 3%
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100 FEET
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3% TO 6% 50 FEET
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OVER 6% 25 FEET
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8. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS ACCORDING TO
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INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE
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CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT
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MATERIALS APPROVED BY THE COUNTY ENGINEER, AND SHALL EXTEND
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COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES TO
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GRADE OS STREET INTERVAL NUMBER OF
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LESS THAN 2.0
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% AS REQUIRED BAGS HIGH = 1
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2
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% - 4
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% 100 FEET 1
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4
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% - 6
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% 50 FEET 1
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6
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% - 10
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% 50 FEET 2
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OVER 10
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% 25 FEET 2
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9. PROVIDE A GRAVEL BAG SILT BASIN OR TRAP BY EVERY STORM DRAIN
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INLET TO PREVENT SEDIMENT FROM ENTERING DRAIN SYSTEM.
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10. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS,
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11. ALL EROSION CONTROL DEVICES WITHIN THE DEVELOPMENT SHOULD BE
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MAINTAINED DURING AND AFTER EVERY RUNOFF PRODUCING STORM, IF
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12. PROVIDE ROCK RIP RAP ON CURVES AND STEEP DROPS IN ALL EROSION
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PRONE DRAINAGE CHANNELS DOWNSTREAM FROM THE DEVELOPMENT. THIS
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PROTECTION WOULD REDUCE EROSION CAUSED BY THEN CREASED FLOWS
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13. ANY PROPOSED ALTERNATE CONTROL MEASURES MUST BE APPROVED IN
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ADVANCE BY ALL RESPONSIBLE AGENCIES; I.E., COUNTY ENGINEER,
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DEPARTMENT OF ENVIRONMENTAL HEALTH, FLOOD CONTROL, AND OFFICE OF
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CENTERLINE. VELOCITY CHECK DAMS MAY ALSO SERVE AS SEDIMENT
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TRAPS.
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READY FOR USE WHEN REQUIRED.
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POSSIBLE. MAINTENANCE CREWS TO HAVE ACCESS TO ALL AREAS.
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THAT MAY BE ANTICIPATED FROM DENUDED SLOPES, OR FROM
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IMPERVIOUS SURFACES.
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ENVIRONMENTAL MANAGEMENT, ETC.
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200 FEET MAX. 1
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%%USILTATION AND SEDIMENT CONTROL%%u
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1. THE SEDIMENT BASINS SHALL BE PROVIDED AT THE LOWER END OF EVERY
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DRAINAGE AREA PRODUCING SEDIMENT RUNOFF. THE BASINS SHALL BE
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MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER EVERY RUNOFF
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THAT WOULD REMAIN UNTIL SOIL STABILIZING VEGETATION HAS BECOME
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2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE
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WITHOUT PRIOR APPROVAL OF THE COUNTY ENGINEER.
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3. SEWER OR STORM DRAIN TRENCHES THAT ARE CUT THROUGH BASIN
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DIKES OR BASIN INLET DIKES SHALL BE PLUGGED WITH GRAVEL BAGS
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4. ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED
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INTERVALS WITH A DOUBLE ROW OF GRAVEL BAGS WITH A TOP ELEVATION
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LEVEL WITH, AND TWO GRAVEL BAGS BELOW, THE GRADED SURFACE OF THE
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THE SLOPE OF THE GROUND SURFACE, BUT NOT EXCEEDING TO FOLLOWING:
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GRADE OF THE STREET INTERVAL
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LESS THAN 2
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% AS REQUIRED.
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2
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% TO 4
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% 100 FEET
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4
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% TO 10
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% 50 FEET
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OVER 10
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% 25 FEET
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5. AFTER UTILITY TRENCHES ARE BACKFILLED AND COMPACTED, THE
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SURFACES OVER SUCH TRENCHES SHALL BE MOUNDED SLIGHTLY TO
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PREVENT CHANNELING OF WATER IN THE TRENCH AREA. CARE
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SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW AT FREQUENT
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PRODUCING STORM. THE BASINS SHOULD BE SEMI-PERMANENT STRUCTURES
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WELL ESTABLISHED ON ALL ERODIBLE SLOPES.
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FROM TOP OF PIPE TO TOP OF DIKE.
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STREET. GRAVEL BAGS ARE TO BE PLACED WITH LAPPED COURSES. THE
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INTERVALS PRESCRIBED BETWEEN GRAVEL BAG BLOCKING SHALL DEPEND ON
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INTERVALS WHERE TRENCHES ARE NOT ON THE CENTERLINE OF A
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CROWNED STREET.
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6. ALL BUILDING PADS SHOULD BE SLOPED TOWARDS THE DRIVEWAYS
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AND VELOCITY CHECK DAMS PROVIDED AT THE BASE OF ALL DRIVE-
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7. PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS
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AT THE INTERVALS INDICATED BELOW:
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GRADE OF CHANNEL INTERVALS BETWEEN CHECK DAMS
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WAYS DRAINING INTO THE STREET.
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%%UMEASURES NOTES:%%U
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%%UNOTES:%%U
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Fax: (619) 296-5564
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7801 Mission Center Court, Suite 100 San Diego, CA 92108
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(619) 296-5565
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Planning . Engineering . Surveying
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Approved by:
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Date:
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Description
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No.
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COUNTY APPROVED CHANGES
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PDS 2015-LDGRMJ-30023
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CALIFORNIA COORDINATE INDEX: 246-1833(X)
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821 TAVERN ROAD, LLC
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Approved: WILLIAM P. MORGAN

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