7690 WORK TO BE DONE GRADING WORK TO BE DONE
CONSTRUCTION BEST MANAGEMENT PRACTICES FIRE DEPARTMENT NOTES SAN DIEGUITO WATER DISTRICT NOTES (CONT'D)
GENERAL (BMP) NOTE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER 1. CONSTRUCTION
MATERIALS: PRIOR TO THE DELIVERY OF BUILDING 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED
BY THE CITY
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EROSION CONTROL MEASURES (E.G. BONDED
FIBER MATRIX, VEGETATIVE COVER, CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING ENGINEER.
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE
TO PREVENT SOIL CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
METERS VALVES
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED EROSION ON SITE. SEDIMENT CONTROL MEASURES
(E.G. SILT FENCING, FIBER DEPARTMENT: , , VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR 1. CITY OF ENCINITAS STANDARDS
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON ROLLS, DETENTION BASINS) MUST BE IN PLACE
TO PREVENT ERODED SOIL FROM PROJECT. ALL AFFECTED WATER FACIU11ES MUST MEET CURRENT WATER 2. CITY OF ENCINITAS GRADING ORDINANCE
COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO A. ALL WET AND DRY UTILITIES
SHALL BE INSTALLED AND APPROVED BY AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO 3. THIS SET OF PLANS
2. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION. 290 OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER ENSURE NO CONTACT OF RAINWATER WITH
MATERIALS THAT MAY CONTRIBUTE TO THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT 4. THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
ANDREW AVENUE, ENCINITAS. CALIFORNIA. PROJECT NO. 041079-001_ / B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE STANDARDS
AT THE OWNER'S EXPENSE.
PREPARED BY LEIGHTON & ASSOCIATES. INC.. DATED FEBRUARY 4, SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS WITH THE WATER QUALITY DEGRADATION DOWNSTREAM FOR
CONCRETE OR STUCCO 5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS MAY BE MODIFIED
GRADING APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS WASHOUT AREAS, COVERED TOILETS O AREAS FOR HAZARDOUS MATERIALS, TO PROVIDE A
PERMANENT ALL WEATHER SURFACE FOR EMERGENCY 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN 6. SOILS REPORT I OAND RIECOMMENDATIONS BY LEIGHTON AND ASSOCIATES,
INC. DATED
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN: ALL GRADING ARE ACCEPTABLE FOR THEIR INTENDED USE. PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). VEHICLES.
PARALLELING WATER SERVICES. NOVEMBER 2, 2004.
SHALL BE DONE IN ACCORDANCE WITH THE PART OF RECOMMENDATIONS AND � 7. LEUCADIA WATER DISTRICT STANDARDS AND SPECIFICATIONS
SPECIFICATIONS CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO OWNERS CERTIFICATION C. ALL FIRE HYDRANTS
SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL BY THE FIRE
DEPARTMENT AND APPLICABLE WATER DISTRICT. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS.
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR WE HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER OR GEOLOGIST HAS 2. ALL DESIGNATED EMERGENCY ACCESS ROADS SHALL BE POSTED PURSUANT
RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY, AND TO FIRE DEPARTMENT STANDARDS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND LEGEND STD. DWG.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION: ALL ROADWAYS SHALL PARCEL THEY
ARE SERVING. 8Q
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. �NeA k 5) LP BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND
MAINTAINED EXISTING CONTOUR ELEVATION . . . . . . . . . . . . . . . . . . . . . . . .
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL ��� /6 /E FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE
HYDROSEED
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE WITH THE UNIFORM FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT.
a
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT PROPERTY BOUNDARY . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE J NCI 440f# Od+V012ED A60PT DATE
4. BUILDING ADDRESS: ADDRESS NUMBERS SHALL BE PLACED IN A LOCATION 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR CONTRACTOR FOR THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE THAT WILL ALLOW THEM
TO BE CLEARLY VISIBLE FROM THE STREET FRONTING 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: LOT LINE- - _ - - - _ . . . . . . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
TO GRADING. FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL SOILS ENGINEER CERTIFICATE THE STRUCTURE. THE NUMBERS SHALL CONTRAST
WITH THEIR BACKGROUND _1j
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND 1, WILLIAM D. OLSON, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF AND SHALL BE NO
LESS IN HEIGHT THAN: FOUR (4") INCHES FOR ONE AND A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 6" CURB (0" HEIGHT)- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - -
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S CALIFORNIA , AND 1, RANDALL
K. WAGNER, PROFESSIONAL GEOLOGIST, PRINCIPALLY TWO FAMILY DWELLINGS. WHERE STRUCTURES ARE LOCATED OFF A ROADWAY -�
WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT DOING BUSINESS IN THE FIELD
OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT ON LONG EASEMENT / DRIVEWAYS, A MONUMENT MARKER SHALL BE PLACED B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS
CUT BANK (SLOPE AS NOTED)- . . . . . . . . .2:1 MAX. . . . . . . . . a
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ACCORDANCE WITH SPECIFICATIONS. A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITE AT THE ENTRANCE WHERE THE EASEMENT / DRIVEWAY INTERSECTS THE MAIN NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN JANUARY 5, 2004, AND ROADWAY. PERMANENT ADDRESS NUMBERS WITH HEIGHT CONFORMING TO FIRE CHARACTER
OF THE MATERIAL AS APPROVED BY THE CITY FILL BANK (SLOPE AS NOTED). . . . . . . _ _ _2:1 MAX. . . . . . . .
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE FEBRUARY 4, 2004, AND BETWEEN
MAY AND SEPTEMBER 2005, ONE COMPLETE DEPARTMENT STANDARDS SHALL BE AFFIXED TO THIS MARKER. ENGINEER.
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF COPY OF THE SOILS REPORTS COMPILED FROM THIS
STUDY, WITH MY
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGINE 5. GRADE: THE GRADIENT FOR A FIRE APPARATUS ROADWAY SHALL NOT EXCEED 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE DAYLIGHT
LINE- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II
AND REGULATIONS. AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY FURTHERMORE, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT,
07. GRADES EXCEEDING 15% (INCLINE OR DECLINE) SHALL NOT BE PERMITTED OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. PLAN 1
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT PLAN
NUMBER AND ELEVATION- - - - - - - - - - - - - - - - -
8. RADING AND EQUIPMENT OPERATING WITHIN ONE-HALF %) MILE OF A EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME D. OUT MI SYSTEMS MINIMAL MITIGATION
SHALL BE THE INSTALLATION OF FIRE
i
( INCORPORATED IN THE GRADING PLANS AND SPECIFICAl10NS. ��� ���_ � `"�P KLER SYSTEMS APPROPRIATE TO THE STRUCTURES AND USES SERVED. 3.
HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: PAD 82.9
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL v �y ` NGLE OF
DEPARTURE AND ANGLE OF APPROACH OF A FIRE ACCESS PAD ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. `fe/ /� / 28 N
AY SHALL NOT EXCEED 7%. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: FF 83.57
RECOGNIZED HOLIDAYS. SIGNED BY. K/G r (/ DATE: 7 fi3 - No•4 FINISHED FLOOR ELEVATION- - - - - - - -
- - - - - - - - - - - - - - - - - -COD Ex , Z A. 20 LBS. PER ACRE OF ROSE CLOVER
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE WILLIAM D. OLSON, RCE 45283 `� P YDRANTS AND FIRE FLOWS: THE APPLICANT
SHALL PROVIDE THE GF 85.07
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE a NTS OF A TYPE, NUMBER,
AND LOCATION SATISFACTORY TO THE B. 20 LBS. PER ACRE OF ZORRO FESCUE FINISH GARAGE ELEVATION- - - - - - - - - - - - - - - - - - - - - - - - - - -
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A \Ip ITAS FIRE DEPARTMENT.
A LETTER FROM THE WATER AGENCY SERVING C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA 82.50
PLANNING DEPARTMENT REPRESENTATIVE, CIVIL ENGINEER, SOILS ENGINEER, NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL SIGNED BY. ` 1\ �/1/�1/ DATE:
S 23 at: CIVIL AREA SHALL BE PROVIDED THAT STATES THE REQUIRED FIRE FLOW IS D. 4 LBS PER ACRE OF ACHILLEA MILLEFOUA -- - -
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER RANDALL K. WAGNER, CEG 1612 l
R VAILABLE. FIRE HYDRANTS SHALL BE OF A BRONZE TYPE. COMMERCIAL FIRE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) FINISH GRADE ELEVATION . . . . . . . . .
. . . . . . . . . . . . . . . . . .
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. yS� HYDRANTS SHALL HAVE TWO
(2) 4" INCH AND ONE (1) 2 1/2" INCH OUTLET. F. 1/2 LB. PER ACRE OF DIMORPHOLECA
LEIGHTON AND ASSOCIATES, INC. CONCRETE DRIVEWAY . . . _ _ _ _ _ . _ . .G-14 A . . . . . . . . . . . . .
(760) 633-2770. k QP*'" � ESIDENTIAL FIRE HYDRANTS SHALL HAVE ONE (1) 4" INCH OUTLET AND ONE G. ITEMS C, D, E, AND F OF THIS SUBSECTION
MAY BE
3934 MURPHY CANYON ROAD, SUITE B-205 0 1) 2 1/2" INCH OUTLET. OMITTED ON LOCATIONS WHERE THE AREA BEING
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EROSION CONTROL SAN DIEGO, CA 92123 NO.1611 GRAVEL
PAVE DRAINAGE SHALE - - - - - - - - - - - - - - - - - - - - - - -
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO TELEPHONE: (858) 292-8030 a GONEIEd A ~ STREET EEDED IS
NOT VISIBLE FROM EITHER A PUBLIC
ENf3g1EERI1Ki � STALL TWO-SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO STREET OR RESIDENTIAL STRUCTURES. """`�����'•�
'•'
D.G. SIDEWALK (SEE DWG. N0. 9336-I)-
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JANICE PATTERSON AT PROJECT NO. 041079-001 AND 040812-002
J, GEOL ST " FROM CENTER LINE ON HYDRANT SIDE. H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A - - - - - - - - - - - - - - - - - -
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND (760) 802-8230 (24 HOURS). / Exr. NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY
9l IMPORTANT. WHERE UNDERGROUND WATER MAINS ARE TO BE PROVIDED, THEY MASONRY RETAINING WALL- - - - - - - - C-1,
C-3- - - - - - - - - - - -
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE DECLARATION OF RESPONSIBLE CHARGE Fo DRILLING OR BROADCASTING BEFORE
HYDROSEEDING.
HAULING OPERATION. 2. EQUIPMENT AND WRKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE f CALF SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH
HYDRANTS) LOCATED 1 ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE FL 82.88
AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGI R AS DIRECTED
BY THE ENCINITAS FIRE DEPARTMENT PRIOR TO CONSTRUCTION JOB SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA. FLOW LINE ELEVATION - - - - - - - - - - - - - - - - -
- - - - - - - - - - - -
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE WORK. FOR ANY QUESTIONS, CALL FIRE PREVENTION (760) 633-2820. DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION
TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN AS- CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE 9. ALL DEAD END FIRE APPARATUS ACCESS ROADWAYS IN EXCESS OF 150 FEET TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS. EARTH SWANE (GRASS OR VEGETATED)
. . . . . . . . . . . . . . . . . . .
GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND SHALL BE PROVIDED
WITH A FIRE DEPARTMENT APPROVED TURN-AROUND. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT F
LOW LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
THE APPROVED GRADING PLAN OR AS SHOWN F
PERMIT N0. 9117-G HAS BEEN PERFORMED N ON THE ATTACHED "AS-GRADED SUBSTANTIAL CONFORMANCE WITH APPROVAL OF THE ENGINEERING INSPECTOR. ANY PLAN CHECK OR REVIEW PERFORMED
BY THE CITY OF ENCINITAS OF THE ACCESS ROADS SERVING MORE THAN FOUR (4) DWELLING UNITS SHALL BE THE HYDROSEED SLURRY AT THE DISCRETION OF THE
TECHNICAL SUFFICIENCY OF ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE PROVIDED WITH A CUL-DE-SAC. A CUL-DE-SAC SHALL HAVE A MINIMUM CONTRACTOR.
TW 84.00
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE PAVED RADIUS OF NOT LESS THAN 36 FEET, CURB LINE TO CURB LINE. TOP
OF WALL ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . . .
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERAl10N. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING DOES NOT RELIEVE THE ENGINEER
RESPONSIBILITY FOR THE PLAN OR DESIGN OF 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000
ORDER TO THE SATISFAC11ON OF THE CITY ENGINEER AFTER EACH RUN-OFF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD ALTERNATE TYPES OF
TURN-AROUND (HAMMERHEADS, ETC.) MAY BE LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, TOP OF FOOT ELEVATION - - - - - - - - - - - - - - - - - - - - - - - -
- - TF 81.00
PRODUCING RAINFALL. HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES CONSIDERED BY THE FIRE MARSHAL AS NEEDED TO ACCOMPLISH
THE INTENT ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL.
12. OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING FROM PROPERTY DAMAGE OF BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT OF THE FIRE
CODE. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY TOP OF GRATE ELEVATION - - - - - - . . . . . _ _ _ _ _ _ _ _ _ _ _ _ TG 76.93
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS ACTS, ERRORS, OR OMISSIONS
OF THE ENGINEER AND HIS/HER AGENTS OR 10. GATES: ALL GATES OR OTHER STRUCTURES OR DEVICES, WHICH COULD MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO
WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING EMPLOYEES ACTING WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND OBSTRUCT FIRE ACCESS ROADWAYS OR OTHERWISE HINDER EMERGENCY THE SOIL. INVERT ELEVATION- - - - - - - - - - - - - - - - - - - - - -
- - - - - -
- - - - IE 72.76
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY R THE OWNER TO OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED
BY THE ENGINEER. OPERATIONS, ARE PROHIBITED UNLESS THEY MEET STANDARDS APPROVED BY 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE.
KNOW THE LOCATION OF THE PROPERTY LINE. THE FIRE DEPARTMENT. GATES ACROSS FIRE ACCESS ROADWAYS SHALL BE 16-20-0, WITH 15% SULFUR APPLIED
AT THE RATE OF 500 LBS. PRIVATE CATCH BASIN (SEE DETAIL THIS SHEET). . . . . . . . . . . .
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AUTOMATIC AND EQUIPPED WITH APPROVED EMERGENCY KEY OPERATED PER ACRE.
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED BY- °�• DATE: e.I S•I I SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND OPENS
THE GATE(S). PRIVATE 4" H.D.P.E. STORM DRAIN PIPE. . . . . . . . . . . . . . . . . . . SD
NOTIFICATIONS WATERS CREATE A HAZARDOUS CONDITION. S N a E AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
GATES ACCESSING FOUR (4) OR MORE RESIDENCES OR RESIDENTIAL LOTS,
(1G8 rl o. (v5194 OR GATES ACCESSING HAZARDOUS INSTITUTIONAL, EDUCATIONAL OR ASSEMBLY HYDROSEEDING BY: EXISTING PRIVATE
36"x 36" CATCH BASIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN OCCUPANCY GROUP
STRUCTURES, SHALL ALSO BE EQUIPPED WITH APPROVED 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF SHALL BE INCORPORATED HEREON. COA9rA4. LAMP S'obU 0%10 It*. MERGENCY TRAFFIC CONTROL
ACTIVATING STROBE SENSOR(S), WHICH WILL COMBINATION OF: EXISTING PRIVATE 12"x 12" CATCH BASIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO am %Gaty S'fReJ;'f ACTIVATE THE GATE ON THE APPROACH OF EMERGENCY APPARATUS. ALL
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE sh)CINITIK, CAE- g2oy+ AUTOMATIC
GATES MUST FEET FIRE DEPARTMENT REQUIREMENTS FOR RAPID, A. TRACK WALKING SLOPES STEEPER THAN 6:1. EXISTING PRIVATE STORM DRAIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. (?�p�7�p (po25 RELIABLE ACCESS. S
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO B. RIPPING AREA THAT WILL NOT BREAK UP USING ITEM "A" EXISTING
SEWER MAIN - - - - - - - - - - - - - - - - _ - . . . . . . . . .
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END ESTIMATED QUANTITIES: SAN
DIEGUITO WATER DISTRICT NOTES
---
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING OF EACH WORKING DAY WHEN THE FIVE 5 DAY RAIN PROBABILITY PRECAST
W
( ) EXISTING WATER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - -
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED EXCAVATION: 200 C.Y. 2
. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: _ n
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF AFTER EACH RAINFALL. EMBANKMENT: 200 C.Y. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO
WATER DISTRICT DOES NOT EXISTING WATER LATERAL AND METER . - - - - - - - _ - - - - - - .
COMMENCEMENT OF WORK: IMPORT- 0 CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION q• ADJUSTING THE SURFACE SOIL MOISTURE
TO PROVIDE A DAMP
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND BUT NOT SATURATED
SEED BED. -OHU-
EXISTING OVERHEAD UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . .
SEWERS LEUCADIA WATER DISTRICT 760 753-0155 COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE NOTE: EARTHWORK QUANTITIES ARE ESTIMATED
FOR UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
GAS & ELECTRIC S.D.G.&E. 800 422-4133 SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE PERMIT PURPOSES ONLY AND ARE NOT TO BE
OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR G
WATER SAN DIEGUITO WATER DISTRICT 800) 422-4133 WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF USED FOR FINAL PAY QUANTITIES 2.
ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE GROWTH. EXISTING GAS MAIN LINE - - - - - - - - - - - - - - - - - - - - - - - - - - -
TELEPHONE PACIFIC BELL ((((((800)))))) 489-3441 THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. CROSSING, LINE PARALLELING OR PROPOSED CONNECTION
SHALL BE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS EXISTING GAS METER . . . . . . . . . . . . . . . . . . . . . . . . . . .
CABLE TV COX CABLE (800) 221-4188 SITE ADDRESS: FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN V
DRAINAGE NOTE:
290 ANDREW AVENUE 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR
AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL EXISTING STORM DRAIN PIPE - - - - - - - - - - - -