1989-9556 G (Plans) I
C. GRADING
WORK TO BE DONE - - -- 5. LL INSTALL ADDITIONAL 1. ALL GRADING SHALL BE INSPECTED AND TESTED
BY A THE CONTRACTIOR SHALL EROSION
_________ QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. CONTROL MEASURES A MAY BE REQUIRED L THE CITY
A. GENERAL HE SHALL INSPECT AND TEST THE EXCAVATION PLACE -
OMMER i PERM /TEE �4AXES4OR AWRYEL /I/o. MENT AND COMPACTION OF FILLS AND BACKFILLS AND ENGINEER DUE TO UNCOMPLETED GRADING
OPERATION OR
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
PL Inc. Ps9 1,�1 -.� PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC REPORTS AS REQUIRED AND WILL DETERMINE THE SUIT -
3f5 r1 RST STREET 8urte Cl 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL
ENC /N/TAS, CA. 72024 WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION ABILITY OF ANY FILL MATERIAL. UPON COMPLETION TAKE
NECESSARY PRECAUTIONS TO PREVENT PUBLIC
PAa M -5214 STANDARDS OF THE CITY OF ENCINITAS AND THE SAN OF GRADING OPERATIONS HE SHALL STATE THAT IN- TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE
DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY SPECTIONS AND TESTS WERE MADE BY HIM OR UNDER A HAZARDOUS CONDITION.
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED HIS SUPERVISION AND THAT IN HIS OPINION, ALL
LEGAL 0 SCRIPAM SITE A09RESS BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED 7. ALL
EROSION CONTROL MEASURES PROVIDED PER THE
INSPECTION. IN ACCORDANCE WITH THE APPROVED GRADING PLANS APPROVED GRADING PLAN SHALL BE INCORPORATED
771A7 OA7101VOFTWENiW7W✓ESTQUARTER 213 Sfe1V4NOR. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE HEREON.
0, /ON 14f, 76WNS IP19SGY/N RANGE ENC /N /TAS, CA,4 /FA4N /A 2. THE SOILS REPORT TITLED JW 1 . 155 " 67 PREPARED BY ACCEPTABLE FOR
THEIR INTENDED USE.
¢ WEST, SANAWWA&YNO MAR/D /AN, 1N MV fNWIMS ,WG * DATED NAR r3, 1282 SHALL BE 8. GRADED AREAS AROUND
THE PROJECT PERIMETER MUST
721E CAUNryof 5W49eGO, STATE OF CONSIDERED AS A PART OF THIS GRADING PLAN. ALL 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCA-
DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLU-
C4141"cA7/Y/A, GRADING SHALL BE DONE IN ACCORDANCE WITH THE VATED SURFACES TO PROVIDE POSITIVE DRAINAGE SION OF EACH WORK
DAY.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN AND PREVENT PONDING OF WATER. HE SHALL CONTROL
SAID REPORT. SURFACE WATER AND AVOID DAMAGE TO ADJOINING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE
PROPERTIES OR TO FINISHED WORK ON THE SITE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE
PLANS PREPAR40 BY' 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT FIVE (5) DAY
RAIN PROBABILITY FORECAST EXCEEDS
APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE EROSION OF FRESHLY GRADED AREAS UNTIL SUCH FORTY PERCENT (40%). SILT
AND OTHER DEBRIS SHALL
LEE ROT.SHECK 40 THE SUPERV /9 /ON FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET TIME AS PERMANENT DRAINAGE AND EROSION CONTROL
( )
Of' DENN /S A. MORGAN BE REMOVED AFTER EACH RAINFALL.
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS MEASURES HAVE BEEN INSTALLED.
RANCHO SM7XFe ENG/NEER/N6 FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH 10. SHOULD GERMINATION OF HYDROSEEDED
SLOPES FAIL TO
533 ENC✓N /;wf AVO. 9!//TE 1I0 IMPROVEMENT PLANS. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE PRIVIDE EFFECTIVE
COVERAGE OF GRADED SLOPES (90%
fNC /N /TAS, CA. A2024 FILLED AND FILL SHALL BE PLACED IN ACCORDANCE COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL
f7ione 3�Rt -AG77 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
BE STABILIZED WITH PUNCHED STRAW INSTALLED IN
OFF -SITE GRADING. MATTER AND OBJECTIONABLE MATERIAL SHALL BE ACCORDANCE WITH SECTION 35.023 OF THE EROSION
AND
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON SEDIMENT CONTROL HANDBOOK OF THE STATE OF CAL -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND IFORNIA DEPARTMENT
OF CONSERVATION.
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
GRADING OPERATIONS. ANYTHING DAMAGED OR DES- NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCAR- SOILS ENGINEER'S CERTIFICATE
TROYED SHALL BE REPLACED OR REPAIRED TO CON- IFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A
DITION EXISTING PRIOR TO GRADING. MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRAC- I, R A4P11 AWC04HVIN-We
A REGISTERED CIVIL ENGI -
TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND NEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECI- BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS,
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR FICATIONS. HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
BY A REGISTERED CIVIL ENGINEER OR A LICENSED 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO OR UNDER MY 01REDCTION
BETWEEN THE DATES 114•-A Of - A
LAND SURVEYOR. FINISH GRADE TO PRODUCE SMOOTH SURFACES AND AND 3. 211 89 . ONE COMPLETE COPY OF THE
SOILS REPORT
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVA- COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND TIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGINEER.
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND
AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS
LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR REPORT FOR THIS PROJECT
HAVE BEEN INCORPORATED IN THE
STANDARDS, LAWS AND REGULATIONS. EXCAVATION OR EMBANKMENT BE REMOVED AND DISPOSED GRADING PLANS AND SPECIFICADONS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUN-
DED IN ACCORDANCE WITH THE GRADING ORDINANCE. SIGNED: 4 . 4 QRO
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY yQ � ) ALCO(� lk
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE G.E. NO,; >e<6,3
T
P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE
AND CITY RECOGNIZED HOLIDAYS. DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS EXP. DATE: X2 / - * Exp.
1231.89�*
TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
7�E0 CAI �E��
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY
B. NOTIFICATIONS DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL
BE SECURED FROM THE SOILS ENGINEER AND CITY ENGI- NOTES:
1. THE EXISTENCE AND LOCATION OF UNDERGROUND NEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
UTILITY PIPES AND STRUCTURES SHOWN ON THESE 1. RETAINING WALLS PERMITTED AS PART OF AND IN
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE D. LANDSCAPING. CONJUNCTION WITH BUILDING PERMIT.
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE
NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN AC- 2. EXCAVATION:
(yo CY., FILL : CY.,
PLANS, HOWEVER: CORDANCE WITH PLANS APPROVED BY THE CITY ENGI- WASTE/ WQR-P 450 CY.
THE CONTRACTOR IS REQUIRED TO TAKE DUE NEER. PLANS SHALL CONFORM TO THE CITY OF ENCINI-
PRECAUTIONARY MEASURES TO PROTECT ANY TAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE 3. AVERAGE DEPTH OF CUT /
EXISTING UTILITIES OR STRUCTURES LOCATED AT AND IRRIGATION STANDARDS. 22.950 C. f. *THERE /SHOE /[L 70zALCUtaTE
THE WORK SITE. IT IS THE CONTRACTORS 7, N4 3.f
RESPONSIBILITY TO CONTACT THE FOLLOWING 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED "O
OWNERS OF SAID UTILITIES OR STRUCTURES ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY 4. MAXIMUM DEPTH OF CUT
= � Qa
PRIOR TO ANY EXCAVATION, FOR VERIFICATION UPON COMPLETION OF ANY SLOPES GRADED BETWEEN MAXIMUM DEPTH OF FILL
y' Ur
AND LOCATION OF UTILITIES AND NOTIFICATION OCTOBER 1 AND APRIL 15.
OF COMMENCEMENT OF WORK: 5. MAXIMUM SLOPE ON WHICH GRADING IS TO OCCUR 1 . 5 ' 4 OW
E. EROSION CONTROL. z��
A. SEWERS- NA 6. TOTAL IMPERVIOUS SURFACE 1��i3 SQ. FT. a'a
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
B. GAS & ELECTRIC- SLYE
5 COMS i X36 - 6060 LEE AorsHACk AT 7" - ��� (PHONE NO.). Wwu
C. WATER - : W U170W750? 7.X9 -l"S 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE �0
01j)w1ET MADE AVAILABLE AT ALL TIMES DURING THE RAINY 218
D. TELEPHONE- /W'4/G 61ELL 811 -3667 SEASON. ALL NECESSARY MATERIALS SHALL BE STOCK -
PILED ON SITE AT CONVENIENT LOCATIONS TO FACILI- 84
Z E. CABLE TV- /VA TATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
c���TAS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S RAIN IS EMINENT. NJ�
w ,Mao OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK 3. DEVICES SHOWN ON THE PLANS SHALL NOT BE MOVED OR
opc,`., ' `�y
ON THIS PROJECT. PHONE: (619) 944 -5070. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING ILO LL
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON
C
NJ
ALLS FOR INSPECTION. PHONE: (619) 944 -5070. ALL 4. THE CONTRACTIOR SHALL RESTORE ALL EROSION CONTROL •,,ig�
f. �s4 a
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION DEVICES TO WORKING ORDER TO THE SATISFACTION OF * EXP. >2
d> t! * tj
Y /C /N /TY AMR WILL BE SUBJECT TO REJECTION AND REMOVAL. THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING �
C10. i (F
,v.rs RAINFALL AT E OF CAUF��
i
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT S A. M Nu/ N APPROVALS CITY OF
ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. Z z
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PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED � n MOVE
GRADIMP PLAN )" M A 9��� G z w l
HORIZONTAL DATE -Hf BY: i �C.x+a Y:
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WORK PROJECT NO. SHEET 1
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT SCE �a,r.� AM ,c K N APPROVALS CITY
OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. =Z "r
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