1998-5695 G (Plans) GRADING NOTES NOTIFlCATIONS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES LEGEND ENVIRONMENTAL NOTES:
LEGAL DESCRIPTION _ lr LD T 2 OF P. M. 13300 CITY TM 9 > -OG 4
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD
DRAWINGS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 1 -4_Z ,. I
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR (EXCLUDING AND EXISTING
MAN MADE SLOPES).
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN S.O.R.S.D. r
AP.N.:
STANDARD DRAWINGS. SHALL BE APPROVED REV TO ANY ON THESE PLANS, HOWEVER: ITEM N0. SYMBOL 2' MAXI OF CUT IS
_ AND THE MAXIMUM 4_ 2 2 2. 3 7 ,d
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY W
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES PROJECT BOUNDARY 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.)
= 25920 _Z./ SITE ADDRESS J
2. THE SOILS REPORT TITLED "A PRELIMINARY SOIL5 REPORT FOR THE LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S OF CUT AREA
OF CUT (S.F.) IZ 3130 DUSTY TRA /L, 5NON1TAS, rN. 9Zoz4
HARTWIGSEN RESIDENCE PAR Z OF PM 13304 ENCINIT95, CA. RESPONSIBILITY TO CONTACT THE FOLLOWING EXISTING PROPERTY LINES -"
=
PREPARED BYSOU7HCWSTCIYILEW.INC. DATED 9/9/98 AND UPDATE OWNERS OF SAID UTILITIES OR EXISTING CONTOURS ��370 -- B.) AVERAGE
DEPTH = VOLUME OF FILL (C.F.) 54000
43
LETTER DATED SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND OF FILL AREA OF FILL (S.F.) 1Z_
=
OWNER/PEAMf17EE
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PROPOSED CDAITOUR3
VONNIE H1?RTW1G SEA1
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: / ' W/ Cl�t/C. D w 7204 PINTfJ /L DP
CONTAINED IN SAID REPORT. EARTHEN CGM5f-L1/VE17)BRLX.)D)TCH �' � 09rPL,SC�9D 0f 92 09
A. SEWERS WATER I SA 0760) 753 -0155 J ", 4. C. (760) 9/8-9519
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF CouNTYwarER pISTRICT 3G2.� ZZ �� ESTIMATED QUANTITIES
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 - 4133 PROPOSED SPOT ELEVATIONS •�
/8
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - &1VENHfIINMUN /C1PAL (766)753 PROPOSED GRAVEL BAGS CUT
9613 C.Y.*
CONJUNCTION WITH IMPROVEMENT PLANS. WATER DISTRICT FILL 2000 C.Y.
D. TELEPHONE - (800) 422 -4133 PROPOSED 2: 1 FILL SLOPE DRIVfLdAY STRUCTUP.AC SECTION
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE �S! A(� gEAM /N1MUM OF6 "CLfISS LNPORT 1040 C.Y.
GRADING. E. CABLE TV - (800) 422 -4133 PROPOSED 2: 1 CUT SLOPE 1I 895E THE &ASC AND THE TOP
l' OF SUBG&VE S919LL BE O&YO /CT D
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 TD PROPOSED DRAINAGE
SWALE DENS /TY. ,p M/N /MUM OF 95% RfLAT74I
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. DRIVEWAY SECT10 N
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (7GL)) 633 -2770. RIP RAP PER U 4U TYPE 2 GEUE,Pf/C �t/rPSCTOP
Sf/�ICC CE,el, y / -y QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. oo/vr
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE SPEC /F /CAT /O VS DUECr /ov OFALC LrriuT /E5 O
AV �/ /T`
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: 1760) 633 -2770. ALL WORK PERFORMED A.C. PAVEMENT 0 S
OA:_ � O IZE AVDOTHEP 777E l/T /L /Tf�yPA( /y Pe /O? r
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO 8 /rE o C'OMME UC/.U�
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. HYDRO- SEfDlNG /L Cbrv5T ?c�Cr /O V.
OR A LICENSED LAND SURVEYOR. FINISH CONTDUR - -� I EX /ST SEWERL/I7fRflL
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
S" RV. C. S77/RM DRA /N R <5� „
OQ EASEMENT 7D R9RCEL 3
� MNx
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEERS CERTIFICATE b� LoNEh
OF P1 PM l�1232 PER MAP
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I. RUSSELL E'EPGEiYEP A REGISTERED CIVIL ENGINEER IN THE STATE OF D ov ao ow
R� �' D O) 0 � • O f S,
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL A r
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY // H CH
��i1 2 'S
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 3/f 98 AND 3//5/98 ONE COMPLETE V etlr✓ p/� O`
FAP7W /
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7: 30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY fL/p L��E
✓ / /
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY I /y ATCN 3 2,/5
FURTHERMORE, I Q /I.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER, DATED 919198
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE \ S'Of 2'D /AC�AIe. F� /ST EgSEMENTfORPY/BL /C UT /L /TY
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATE[' IN THE GRADING PLANS AND SPECIFICATI Q \ 8 D /rev Pe.
7p MN GAS C Kt RIC CD.
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING z,. D 7S 106.35
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN _ AS F /LE NO. 90 7 LM/
B.A p � may 16118/319,
SIGNED: /� 6 - � S
ADVANCE BY CALLING (760 ) 633 -2770. RUSSELL BERGENfR kylt E �` p�� �J : ', ,
-'- -'"
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY RICE NO.: 44 -(041 M ��� EC / 7Ar4o
cawsTR+e
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. 9 m W a 7 9✓9 /TH V 7P o� c yM/ x
. DATE: 3 -3/ -02 No.0044841 6fe7iY, -Al Ae C NO of N4H7&
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE � P a / k et
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER Exp.3/31/02 /TCy � j I I ' K G,� 0
q 444 ver- AZ 1 ,
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CIVIL . DETAIL '8'" , j / / ��� (3�+
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING DECLARATION OFRESPOlV518LECHARGE -4
OPERATION. NO SOLE VICINITY MAP
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS JECT. 1 N0 SCALE �' 93 , °51
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS s /
��9L I '
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE �� P.90
PROVIDE yo D STATING: "THE GRADING UNDER PERMIT NO. n g •6
5695-6 HAS BEEN PERFORMED IN SUBSTANTIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS fllST ROAD E UTILITY EASEMENT
r)
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT 1 r /NSTALL STD.
G "EART/fEN 7 r1��9•y/ / / s- O Ic MA - P.
�
2'/ C. AS TILE NO. 89- 44735 Plm 1561 'r
DESIGN BEPM AT TOP pF SLOPE 1 / �� 4 j 0
THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE E ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJEC ON 8/2//89h'ND
AS F /LE ND.
WHO CERTIFIES SUCH GRADING OPERATION. T
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER SECTION "B -A 91-1460DZ ON 4/2/9/. /
EARTHEN DRAINA SWALE �� gU P ER
12. ALL GRADING SHALL_ BE OBSERVED AND TESTED BY A QUALIFIED BY: �..° -�+ DATE l� rl I S ND SSCALE
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE RUSECl S ER R / ,( 6� I sE3o�
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS R.C.E. 44641 EXP 3 -31-02 / w / �► ��$ {3 ®
�
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL / ` , ` "" ` // cs ZO' ASEMEN7
FOR PUBLIC
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE R REATIONAL TRAIL PUAFOSES
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF SAND BIG PLACEMENT FERED FDR DEDICATION' AND
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND OWNERSCERTIFIGATE. (TYPICAL) MAID
/ 3& 0 ' RETECTED PER PM 13304.
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT !NSTALL 5'x5' AT 0 FNo.2
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR / - -�'
6ACKING RAP 0 T 10 5'
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE APPR Lo
T/ON 1.1 PER D- TYPE ON X
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION Df PRO ED MIRAF
ABR
14� Fl Q F
ARE SUITABLE FOR THEIR INTENDED USE.
AND STABILITY OF THE SITE. S LATE L.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SITE PLAN NOTES \ E,YIS77NG EASEMENT 151 R 0 / TRAIL
� 0/TY Of�CI
S URFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING A Sfla/fR Td LEL.L /N C!O�N7Y a TDS. TRAIL
TO BE Sfl70 19 a - .Z�/ -�J3 1) THE GRADE OF THE EARTH SHALL BE FINISHED SO THAT THE GRADE 1�/g WITH 4"276 C
77) G OMPTFII A
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID SIGNATURE VONN /E NARTMIGSE DATE SLOPES AWAY FROM THE EDGE OF THE BUILDING AT
A MINIMUM 2% WATER B9 2279[X6 ON ER D /S7R /CT. FEC' 313 MINIMUM OF 90% RELATIVE
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE FOR A MINIMUM DISTANCE of 5'. SWALES SHALL HAVE A MINIMUM 511189
s .� DE /TY.
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION SLOPE OF 1% AS SHOWN QN THE PLANS. -° V
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT Q 4� \ N
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 2) PRIOR TO THE CONTRACTOR REQUESTING A BUILDING INSPECTIQN 6 `L' 1
INSTALLED. THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL 1N
WRITING THAT, 1. THE BUILDING PAD WAS PREPARED IN
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EROSION CONTROL ACCORDANCE WITH THE SOILS REPORT. 2. THE UTILITY TRENCHES
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. 3. THE 360 PA =367.0
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FOUNDATION EXCAVATIONS, THE SOILS
EXPANSIVE CHARACTRISTICS STALL 4�8LF tOF
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE VONNlE1l9RTl✓/GSENAT L7G0) 9/ IN
8 -9519 AND THE BEARING CAPACITY OF THE SOILS CONFORM TO THE ) AS-L/NED) F-t EN
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL REQUIREMENTS SET FORTH IN THE SOILS REPORT. BROW
DITCH.
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 3) THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING (' r r >
�I % 2% i �\
NATURAL GROL7ND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ADES AND THE SIZE AND THE
LOCATION OF THE BUILDING PAD I J 1 1 Pj\/] 1: 3 0 z y // IN
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL ,
z =368. �� 70 - 0 p
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT RUOR TO SUBMITTING A BID FOR
THE WORK. $- 3 AD: 3 3 o-
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 4) THE GENERAL CONTRACTOR SHALL
HAVE THE PROPERTY CORNERS v /
ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN I5 IMMINENT. AND THE BUILDING EXTERIOR CORNERS LOCATED BY A SURVEYOR
3`1L Fi - 690 3
PRIOR TO THE COMMENCEMENT OF THE WORK. �p r fC O
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED AD- 3
)
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH h
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 5) PROVIDE POSITIVE DRAINAGE AWAY FROM THE
BUILDING AND _ �`j
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PREVENT PUDDLING ON UPHILL SIDE OF THE BUILDING. INSTALL 5'151 ICKI
, Q 5•d
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 6) EAVES OVER WINDOWS SHALL
BE NOT LESS THAN 30 FROM THE SIDE MA OfA0.2S'KI 653 3 ' M I LL 310LF*OFLG29SS-
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AND REAR PROPERTY LINES. PROJECTIONS,
INCLUDING EAVES, SHALL DN MIRAF14DfILTER TH �MYV RAGE - NED) EARTHEN 3-FNJ DITCH. a
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL. BE ONE HOUR FIRE RESISTIVE CONSTRUCTION, HEAVY
TIMBER OR OF PER D -40, TYPE 2 , 1
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE NONCOMBUSTIBLE MATERIAL IF THEY PROJECT INTO THE 36 P 7.8 ,
n Rz LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SETBACK AREA FROM THE PROPERTY
LINE. EXTERIOR STAIRCASES M 5 CUT
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO SHALL NOT PROJECT INTO THE
36 SETBACK FROM THE PROPERTY EXISTING I.O.D.
UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES LINES. N TR PURL /C HIGHWAY PURPOSES
ACCORDANCE WITH THE GRADING ORDINANCE.
WHICH MAY ARISE. 7D Txl c lT� f6 'p EiUC I ONTY
7) BUILDING NUMBERS SHALL BE EASILY SEEN FROM THE STREET. ALL AS SUCCESSO D S.D UNTY 36_a.0_0
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL DOC, 79 -19 /706 REC. .519/79 '>
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE REQUIRED PERMITS MUST BE OBTAINED
FROM THE FIRE PREVENTION a15T 30'Efl3f/7ENT TO 0/'1WD. _
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO BUREAU BEFORE THE BUILDING IS OCCUPIED. PEK F /LE 78 9899840
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ? V
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 8) APPROVED GALVANIC SHALL BE INSTALLED
BETWEEN ALL r oi O710TYEA-15VIENT
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DISSIMILAR METALS IN CONTACT. F /ZENO. 9 1- /4GODZ Fee. 412/9/
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED F/LENO. 89-447357 PEC _
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND B /2/ h' IOf Q r�
GRADING PLAN SHALL BE INCORPORATED HEREON. 9) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND f S.D.6.iE EASEMENT °l N31NA
D to
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ELEVATIONS PRIOR TO COMMENCING WITH CONSTRUCTION AND DOC. 90- 568257.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY PORTION Of DR ldAYOYER
7O H f0'LA5Fi7fJVTfPI/fllC ��
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DISCREPANCIES. R FATI NAL TRAIL H o� y
,�L elfRON& PU
LANDSCAPING DAY. 10) NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE SCALE 1 30' B�� ONCRETE. 7 SE a
_ AND AlE �D/G9T/
OVER STANDARD NOTES IN CASE OF CONFLICT. WHERE NO h _ �1 x ,� FM 1170 4q. 7M P
11
1. ALL SLOP SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE CONSTRUCTION DETAILS ARE
SHOWN OR NOTED FOR ANY PART OF ,(370r e cuN ea SA Y y �,� �„� PM 1330.
WITH PLA WORK SHOWN ON THE DRAWINGS.
BY THE CITY ENGINEER. PLANS SHALL AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN THE WORK, SUCH DETAILS SHALL BE THE
SAME AS FOR SIMILAR
CONFORM HE CITY OF ENCINITAS GRADING ORDINANCE AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT •. S
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. .
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
'
ENCIP;ITAS FIRE PROTECTION LEUCADIA COUNTY WATER DISTRICT &IMMNIV PMlCML WATER D ISTRICT 1 T1 16' ED /Mr -=!`
IL "6" 4 • ,f'
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REVIEWED BY: REVIEWED
BY: REVIE BY: i 1� / 3•t ��
SLOPES PRIOR TO OCTOBER„1 OR IMMEDIATELY UPON COMPLETION EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR �- 3.8/ q
- CME Of AS LT
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. DUSTY TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
EXISTINGASAYALT �-
14/
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02 ( A II RD.R'NOWN AS : -�--