2001-7003 G (Plans) GENERAL NOTES
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE THE CONTRACTOR IS REQUIRED TO TAKE DUE F. EROSION CONTROL 3. AREAS TO
BE HYDROSEEDED SHALL BE PREPARED PRIOR TO WORK TO BE DONE
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
HYDROSEEDING BY:
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT 24 HOURS, JOHN RHORBACH (858) 756 -9120.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 1. ROUGHENING THE SURFACE TO BE
PLANTED BY ANY OR
FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
COMBINATION OF
SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
THAN
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
6:1
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. LOCATION -OF UTILITIES AND NOTIFICATION OF SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
A. TRACK WALKING SLOPES STEEPER CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
COMMENCEMENT OF WORK: ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID B. RIPPING AREAS THAT WILL NO BREAK UP USING
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ITEM "A" ABOVE.
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, A. SEWER - CARDIFF SANITATION DISTRICT EMINENT. 2. CONDITIONING THE SOILS SO
THAT IT IS SUITABLE FOR LEGEND
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. (760) 633 -2770 PLANTING BY:
_ SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE B. GAS & ELECTRIC - SAN DIEGO GAS do ELECTRIC 3. DEVICES SHOWN ON PLANS SHALL NOT
BE MOVED OR A, ADJUSTING THE SURFACE SOIL MOISTURE TO
REQUIRED IN CONJUNCTIOW - WITH IMPROVEMENT PLANS. 1 -800- 422 -4133 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING
PROVIDE A DAMP BUT NOT SATURATED SEED BED ITEM RSD SYMBOL QUANTITY
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT INSPECTOR.
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- (760) 753 -6466 B. THE ADDITION OF SOIL AMENDMENTS, PH-
SITE GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS PROPERTY LINE - - -
1 -800- 422 -4133 DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
_
CENTERLINE
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS E. CABLE TV - COX COMMUNICATIONS CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL
4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING (760) 599 -6060
VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY EXISTING CONTOURS T?
GRADING OPERATIONS. ANYTHING DAMAGED OR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION FOR AREAS WHERE HYDROSEEDING IS THE
DESTROYED SHALL BE REPLACED OR REPAIRED TO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE CONTROL MEASURES AS MAY BE REQUIRED BY THE
CITY LANDSCAPED OR
CONDITION EXISTING PRIOR TO GRADING. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR PERMANENT
LANDSCAPING, UNTIL THE PROJECT IS COMPLETED FINISHED CONTOURS 58 -
PHONE 760 - 633 -2770. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. AND ALL SECURITY RELEASED. 15
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY PROPOSED SPOT ELEVATION
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE NOTE
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A FOR INSPECTION. PHONE 760- 633 -2770. ALL WORK NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS
CUT SLOPE (2:1)
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ONTO AREAS WHEN IMPOUNDED WATERS CREATE A IF
CONSTRUCTION (INCLLONG CLEARING AND GRADING) OCCURS DURING RAPTOR
SUBJECT TO REJECTION AND REMOVAL. HAZARDOUS CONDITION. BREEDING SEASON (FEBRUARY 1 - AUGUST 30), A QUALIFIED BIOLOGIST SHALL
FILL SLOPE (2 :1)
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE CONDUCT A PRE - CONSTRUCTION SURVEY
OF THE PROJECT SITE WITHIN ONE
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
D. GRADING APPROVED GRADING PLAN SHALL BE INCORPORATED WEEK OF COMMENCEMENT OF CONSTRUCTION ACTIVITY TO DETERMINE-WHETHER
EXISTING SEWER MAIN
THERE ARE ACTIVE RAPTOR NESTS WITHIN THE AREA. IF AN ACTIVE NEST IS
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A HEREON
LAWS AND REGULATIONS. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE OBSERVED, A BUFFER SHALL BE ESTABLISHED BETWEEN THE CONSTRUCTION
EARTHEN SWALE (SEE SHEET 2 FOR DETAIL) - -
SHALL INSPECT AND TEST THE EXCAVATION , PLACEMENT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST ACTIVITIES AND THE NEST SO THAT
NESTING ACTIVITIES ARE NOT INTERRUPTED.
THE BUFFER SHOULD BE A MINIMUM WIDTH OF 300 FEET AND SHOULD BE IN
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF AND COMPACTION OF FILLS AND BACKFILLS AND DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
EFFECT AS LONG AS CONSTRUCTION IS OCCURRING OR UNTIL THE NEST IS NO GRAVEL BASS 1200 EA
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS OF EACH WORK DAY.
000000
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND REPORTS AS KOUIRED AND WILL DETERMINE THE LONGER ACTIVE.
4000 SF
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF 9. ALL REMOVABLE PROTECTIVE - DEVICES SHOWN
SHALL BE IN HYDROSEED
_ RECOGNIZED HOLIDAYS. GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY OWNER'S CERTIFICATE
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- AND THAT IN HIS OPINION, ALL EMBANKMENTS AND PERCENT (40%). SILT AND OTHER DEBRIS SHALL
BE
GRADING MEETING HAS BEEN HELD ONSITE WITH THE EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH REMOVED AFTER EACH RAINFALL I (WE) HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST NOTE
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL THE APPROVED GRADING PLANS AND THAT ALL HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL
TO AND ADVISE ON THE COMPACTION AND STA THE SITE. THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
PERMITTEE. THE PRE -GRADE MEETING SHALL BE THEIR INTENDED USE. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% l CONTRACTOR
IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID.
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
BY CALLING (760) 633 -2770. 2. THE CONTRACTOR - SHALL PROPERLY GRADE ALL EXCAVATED STABILIZED WITH PUNCHED STRAW INSTALLED IN SIGNATURE
DATE:
SURFACES TO - PROVIDE - POSITIVE DRAINAGE AND PREVENT ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND JO N C. HR AC (,G(�
9. UPON FINAL COMPLETION OF THE WORK UNDER THE PONDING OF WATER. HE SHALL CONTROL SURFACE WATER SEDIMENT CONTROL HANDBOOK OF THE STATE OF
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO CALIFORNIA DEPARTMENT OF CONSERVATION. SIGNATURE 'G
ATE: SPECIAL NOTES
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL AN T. ROHRBACH
CERTIFICATION SHALL BE PROVIDED STATING: MEASURES TO PREVENT EROSION OF-FRESHLY GRADED
"THE GRADING UNDER PERMIT NO. 7003 -G HAS BEEN AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND E. HYDROSEED OWNER: JOHN do ANH
ROHRBACH 1. ROOF GUTTERS REQUIRED FOR AM SECOND STORY OVERHANGS.
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 1. HYDROSEEDING SHALL- BE APPUED TO ALL SLOPES THAT
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER ADDRESS: ENCINITAS DOVE
LANE
- ATTACHED AS- GRADED PLAN ". 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED WHEN THEY ARE: ENCI, CA 92024
2. THE LOCATION OF INDIVIDUAL UNDERGROUND UTIUTY SERVICES,
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND AND FILL SHALL BE PLACED IN ACCORDANCE WITH PHONE: TEL: (858) 756 -9120 PRIVATE
SEWAGE DISPOSAL SYSTEMS, IRRIGATION / DRAINAGE SYSTEMS AND
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND A. THREE FEET OR MORE IN HEIGHT IN FILL
AREAS.
GRADING OPERATION. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS
SATELLITE CABLE TV SERVICES IS NOT KNOWN. THIS INCLUDES BUT
THE FILL IS
SLOPE IS NOT SUBJECT TO EROSION DUE TO THE IS NOT LIMITED TO ELECTRIC SERVICE LINES, GAS TANKS, GAS
THE SURFACE UPON WHICH r
CONTRACTOR FROM E
THE MATERIAL AS E NGINE ER ' S CERTIFICATE SERVICE LINES WATER SERVICE UNES
CHARACTER OF ENG TELEPHONE SE E
1 SLOPE RATIOS:
TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE EROSION RESISTANT CH SOILS SERVICE LINES, TE ,
0
CUT 2:1 FOR ALL SLOPES REMOVED TO SUITABLE FIRM NATURAL GROUND. THE APPROVED BY THE CITY ENGINEER. CABLE TV
LINES, SEPTIC TANKS, LEACH LINES, TIGHT ONES,
FILL 2:1 FOR ALL SLOPES EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND I �iyES L.- ,L�reow*,� REGISTERED CIVIL ENGINEER
IN THE STATE
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SEEPAGE PITS, IRRIGATION LINES, SPRINKLERS, VALVES,
CULVERTS, AND
SLOPES DEVIATING FROM THE -ABOVE WILL REQUIRE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL OF CALIFORNIA PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED
SOIL AT THE - OPTIMUM LEVEL FOR THE GROWTH OF THE SATELLITE TV CABLE. THE CONTRACTOR WILL PERFORM THE
APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPUNG AND STUDY OF THE
REVIEW OF A REPORT FROM A SOILS ENGINEER. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE HYDROSEEDED GROWTH. SOIL CONDITIONS PREVALENT
WITHIN THIS SITE WAS MADE BY ME OR NECESSARY RESEARCH, MAKE EXPLORATORYXCAVATIONS AND /OR
WITH SPECIFICATIONS. UNDER MY DIRECTION BETWEEN THE DATES Atli !01 AND LOCATE THESE SYSTEMS /SERVICES SUFFICIENTLY
- AHEAD OF
EXCAVATION: -1 CY* FILL:
7 + - + - CY* 1. SEED MIX SHALL CONSIST OF NO LESS THAN ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS
STUDY, CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE
7 �_ /
CY E CUT AND TRIMMED TO "' OF ACTUAL LOCATION OF EXISTING
SHRINKAGE: + - CY 4. CUT AND FILL SLOPES SHALL B WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF
NECESSARY BECAUSE
SHR �_ / ,
PER ACRE OF ROSE CLOVER
WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND A 20 LBS. E
IMPORT: 675 +/- CY* FOR WASTE OR IMPORT AREAS. UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS B. 20 LBS PER ACRE OF ZORRO FESCUE
THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING SYSTEMS /SERVICES. IT IS THE CONTRACTORS RESPONSIBILITY TO
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE Q L PROTECT THESE SERVICES AS PART OF HIS WORK.
RESOURCES ARE DISCOVERED ON THE SITE OF THIS TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE eR�
GRADING DURING GRADING OPERATIONS, SUCH LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
GRADING P S AND -SPECIFICATIONS. 2 3. QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY AND DO NOT
OPERATIONS WILL CEASE IMMEDIATELY, AND THE ROOTS AND OTHER WASTE MATTER EXPOSED OR F. 1/2 LB PER ACRE OF DIMORPHOLECA
REFLECT FINAL PAY QUANTITIES. THE CONTRACTOR SHALL VERIFY
PERMITTEE WILL NOTIFY THE DIRECTOR OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE G. ITEMS C. D, E, AND F OF THIS SUBSECTION
SIGNED:
�, � G " �* ALL QUANTITIES AS PART OF HIS BID.
ENGINEERING OF THE DISCOVERY. GRADING TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MAY BE OMITTED ON LOCATIONS WHERE THE AREA
OPERATIONS WILL NOT RECOMMENCE UNTIL THE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER RCE No.: Z� 7� EXP DATE: �P1 rIF UF:,A��r DQ �
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM ACCORDANCE WITH THE GRADING ORDINANCE.
THE DIRECTOR OF ENGINEERING TO DO SO. A PUBLIC STREET OR RESIDENTIAL STRUCTURES. SIGNED: ' S
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED- RED GE DECLARATION
OF RESPONSIBLE CHARGE
*EARTHWORK QUANTITIES ARE ESTIMATED FOR MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
5
PERMIT PURPOSES ONLY. (CALCULATED ON-A DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO EITHER BY DRILLING OR BROADCASTING BEFORE
CEG No.: _ EXP DATE: GEORGE CALIAN 4'�
THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT COPE"VER N THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
DUE TO SHRINKAGE OR SWELL FACTORS) AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. HYDROSEEDING. COMPANY NAME: GEOCON INC.
# SHALL COMPLY WITH - THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
* CEMEO
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE ADDRESS: 6960 FLANDERS DR.
ENGNEERW, ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
d+ cEao � �r WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES ND (}
» ,, 2►
11. THE SOILS REPORT TITLED 'SOIL AND GEOLOGIC RECONNAiSSANCE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO JOBSITE IN UNOPENED CONTAINERS
WITH THE CALIFORNIA � SAN_ DIEGO, CA 92121 '� P REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES
THAT
INVESTIGATION PROPOSED SINGLE FAMILY RESIDENCE PREPARED B THE DISPOSAL OF ANY SUCH MATERIAL
Y DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION �OFCA`,FO ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF
ENCINITAS IN ITS CAPACITY Z -
GEOCON, INC. DATED APRIL 11, 2001, 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
PHONE: (858) 558 -6900 AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. LONE DOVE DETERMINATION BY THE CITY OF ENCINITAS OF THE
TECHNICAL SUFFICIENCY OR
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT
ALL GRADING SHALL BE DONE IN-ACCORDANCE WITH THE LONE LANE ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE
DOES NOT RELIEVE THE J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO �J'
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.. THE DEVELOPER SHALL SUBMIT TO AND RECEIVE �4PPROVAL THE HYDROSEED SLURRY AT THE DISCRETION
OF THE C'
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. LANE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN
OF IMPROVEMENTS BASED z
THE DEVELOPER SHALL COMPLY - WITH ALL CONDITIONS AND CONTRACTOR. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND
HOLD HARMLESS THE CITY OF
AD -
B. ENVIRONMENTAL REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH HOLLOW - ENCINITAS AND ITS OFFICERS, AGENTS,
AND EMPLOYEES FROM PROPERTY DAMAGE OR
1. STEEPEST EXISTING SLOPE = X% REGARDS TO THE HAULING OPERATION. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS ODJ�
RO BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS LLJ
2. MAXIMUM VERTICAL DEPTHS: (A CUT = FT, (B) FILL = 11 FT THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) FOR RICH OF THE ENGINEER
AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE Lit
3. AVERAGE DEPTHS: (A) CUT = () 75 X 27) / 01 1 = 2 FT MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK Z
(B) FILL = ( 4388 0 X 27) / E. LANDSCAPING OAD PERFORMED BY THE ENGINEER.
_ � FT. APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST R 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING .r 0
C. NOTIFICATIONS ACCORDANCE WITH PLANS APPROVED BY THE CITY IImo�,�
THE-SOIL PGA � �ES.�_� Z
NO LESS THAN 507L OF THE STRAW INTO
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF
R• L
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE ENCINITAS GRADING ORDINANCE AND ALL ADOPTED tic ��J o W
N
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE LANDSCAPE AND IRRIGATION STANDARDS. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
,c� y o SAN DIEGUITO ENGINEERING, INC. y -c
E71P. 3 -31-A6
CALIFORNIA 92024
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 16 -20 -0, WITH 157L SULPHUR APPLIED AT THE RATE OF ,Q ,, ENCINITAS,
MANCHESTER AVENUE, SUITE 105 EV N R. CROSBY RCE 41975 41515 O
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 2. FINISHED GRADING AND PLANTING SHALL BE O �' ,
-
ACCOMPUSHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR 500 LBS. PER ACRE 15T. SULPHUR APPLIED AT THE 9p !
F
� PHONE: (760)753 -5525 /t 41/_40 ¢ ; � f Y W � ��
IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED RATE OF 500 LBS. PER ACRE. I BETWEEN OCTOBER 1 AND APRIL 15.
DATE tF GF o0 In
PARKS AND RECREATION DEPARTMENT Ld r., SAN DIEGUITO ENGINEERING, INC » IV
NHA N MUNICIPAL WA TER DI STRICT EC cAMJNO D EC N
ENCINITAS FIRE DEPARTMENT AS BUILT ORTE Under round Service Alert Q
4407 MANCHESTER, SUITE 105 APPROVED BY: Z
ENCINITAS, CA 92024 BY: l APPROVED B Co*- - FREE
PHONE (760) 753 -5525
DATE ENGINEERING M GER: ! 2 O V I CtN I TY MAP DATE: � V)
CIVIL ENGINEERING •PLANING BY: 3
LAN RCE EXP: R.C.E. 8 DATE 422 -4133
NOT TO SCALE
D SURVEYING DA EXPIRES
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