1994-4020 G (Plans) NOTIFICATIONS
GRADING NOTES EROSION CONTROL GRAVEL BAG AND HYDROSEED,APPLICATIONS LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. IN CASE EMERGENCY
WORK TS REQUIRED, CONTACT 1. GRAVEL BAGS SHOULD BE PLACED TWO BAGS HIGH AT THE TOE OF A PORTION OF LOT 3, BLOCK J OF SOUTH COAST PARK
ANNEX IN THE
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A JAMES LATTIN AT (619)
753 -3256 (PHONE) ALL SLOPES CREATED BY THE GRADING SHOWN ON. THIS PLAN. CITY OF CALIFORNIA ACCORDING TO MAP THERE OF NO. 1788, FILED
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2.
GRAVEL BAGS SHOULD BE PLACED AROUND ALL DRAINAGE INLETS MARCH 29, 1924.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SfiALL BE MADE
TO PREVENT SILT FROM ENTERING THE DRAIN SYSTEM. PLACE .
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
BAGS TWO HIGH. IF INLET IS NEAR THE TOP OF A SLOPE, SITE ADDRESS
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE
AT PLACE BAGS ONE HIGH AND LINE THE TOP OF SLOPE WITH BAGS
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF (TWO HIGH) WITHIN
10 FEET OF THE INLET. 804 CAPRI ROAD
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ENCINITAS,
CALIFORNIA 92024
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID 3. HYDROSEED ALL MANUFACTURED SLOPES OVER THREE (3) FEET IN
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR 3. DEVICES SHOWN
ON PLANS SHALL NOT BE MOVED OR MODIFIED HEIGHT. REFER TO THE HYDROSEED MATERIALS NOTES FOR OWNER /SUBDIVIDER
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. MIXTURE AND APPLICATION
RATES.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF COMMENCEMENT OF WORK: ES LATTIN
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
JAMES
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CAPRI ROAD
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ENCINITAS CA 92024
CONJUNCTION WITH IMPROVEMENT PLANS. TO
SEWERS - (800) 422 -4133 AFTER EACH RUN OFF PRODUCING RAINFALL.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE B. GAS & ELECTRIC -
GRADING. (800) 422 -4133 S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN LEGEND
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED C. WATER - 753 -6466 UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
ESTIMATED QUANTITIES
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. WHICH MAY ARISE. PROPERTY LINE D. TELEPHONE -
EXISTING CONTOUR -
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR (800) 422 -4133 - (180)- - CUT 1280CY * Q
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE PROPOSED
CONTOUR -1L
E. CABLE TV - (800) 422 -4133 NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO DAYLITE LINE -
u u FILL 1280CY 4
B. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. IMPORT 0
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- EXISTING A.C. PAVEMENT
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 7° ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER
OR A LICENSED LAND SURVEYOR. .PHONE: (619) 633 -2700 GRADING PLAN SHALL BE INCORPORATED HEREON.
FILL 2:1 MAX. y y -y * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 8. GRADED AREAS AROUND THE
PROJECT PERIMETER MUST DRAIN AWAY ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE INSPECTION. PHONE: (619)633 -2700 . ALL WORK PERFORMED FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK CUT 2:1 MAX. y y QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO DAY. ROOF GUTTER
W /DOWN DRAIN
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REJECTION AND REMOVAL. DRAINAGE SCALE W/ GRASS LINING
REGULATIONS.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE OR SUITABLE EQUIVALENT
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN -_
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT
ENVIRONMENTAL NOTES:
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT HE
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. O INSTALL RIP RAP SPREADER W / #2
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. BACKING, 2'WIDE, 1'DEEP, 20' migm
MOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS LONG. SEE DETAIL BELOW
DECLARATION OF RESPONSIBLE CHARGE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR GRAVEL BAGS (STACK 2'HIGH) OopO0=cK:)o
24 0 /° (EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH RETAINING
WALLS PER BUILDING
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35023 ° ° c C 2. THE MAXIMUM VERTICAL DEPTH OF CUT
IS 4 AND THE
.
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PERMIT (NOT A PART OF THIS
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER PROJECT. THAT I HAVE EXERCISED RESPON3IBLE CHARGE OVER THE
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE PLAN; SHOWN FOR CLARITY ONLY.) MAXIMUM VERTICAL
HEIGHT OF FILL 41 GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE OF
CALIFORNIA DEPARTMENT OF CONSERVATION. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.)
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CUT C 3. OF CUT AREA OF CUT (
ADVANCE BY CALLING (619) 633 -2770, CONSISTENT WITH CURRENT STANDARDS. FILL F
NATURAL N B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.6'
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECTFI- HYDROSEED MATERIALS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE IN THE ABSENCE OF INFORMATION TO THE CONTRARY THE HYDROSEED
AREA OF FILL (S. F.)
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- MIX AND APPLICATION RATES
SHALL BE A MIX OF ALL OF THE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER BILITIEB FOR PROJECT DESIGN. FOLLOWING:
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING ' ,� •� a /' ZORRO FESCUE, 20 LBS PER ACRE. 0 EXISTING
TEMPORARY CUT SLOPE -TO BE ROLLED BACK TO 2:1
OPERATION. BY: " �` n DATE OR REPLACED WITH A RETAINING WALL. RETAINING WALL NOT
WAYNE P CO -� ROSE CLOVER, 20 LBS PER ACRE. R.C.E. 29577 GRASS LINING
OR SUITABLE
li. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING AMMONIUM PHOSPHATE SULFATE (16 -20 -0) WITH 15% SULFUR., SLOW
A PART OF THIS PLAN. EQUIVALENT
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL 3 �s w *h
RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL BE ". RELEASE 1000 LBS PER ACRE.
PROVIDED STATING: " THE GRADING UNDER PERMIT NO.
2 { WOOD FIBRE MULCH 2000 LBS PER ACRE.
4020 - G HAS BEEN PERFORMED IN SUBSTANTIAL. ' �, O� �� 2 ° 0! // I MI
CONFORMANCE WITH THE APPROVEDGRADING PLAN OR AS SHOWN ON r' WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER
��
THE ATTACHED AS- GRADED PLAN ' . THIS STATEMENT SHALL BE (i
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 9 r a' ��
RATE OF APPLICATION SHOULD NOT BE SUCH AS TO CAUSE EROSION MATERIALS SHOULD HE LEFT TO THE APPLICATOR. THE MIXTURE OR
WHO CERTIFIES SUCH GRADING OPERATION. ` t *?✓� 3/6� AND NO RUNOFF SHOULD OCCUR. / / / SWALE DETAIL
O NO SCALE
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED rr ;fi ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN
BOILS ENGINEER OR UNDER HI3 DIRECTION. HE SHALL OBSERVE' UNBROKEN BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGED AND
INGRESS & EGRESS
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS " > LABELED AS REQUIRED BY STATE REGULATIONS. EASEMENT
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL N86° 28171W
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE THE SEED SHOULD BE INOCULATED WITH BACTERIA THAT HELPS FIX N /
I 370.30
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND CHECKED FOR THIS PROCESS. y
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 6 , ®
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE OWNER'S CERTIFICATE 1 1 \
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE P D w2 ati ( 15`
/
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR E
E / m \ Z
ARE SUITABLE FOR THEIR INTENDED USE. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL EARTHEN
EARTHEN �' a �
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED THE SITE. _ f` BERM 1 ' PP
o" PAD / / 1
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING FILL BANK �? EXISTING \ 8
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID _
2.1 t0 OO / RESIDENCE 1
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE JAMES LATTIP -' l �. 0 - O � ' EXISTING
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION �,, ^� ... �/u GARAGE
h JO S
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
AND EROSION CONTROL MEASURES HAVE BEEN �v,
INSTALLED TOP ON DETAIL ( ww \ PR w
,DRAINAGE \ I 0 ^ OPOSEO GARAGE N
PER
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND Q T2 u N 1 BO X NG PERMI?
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD \ * \ ° D �t 0g} 85 PAp \BUILD
�0 �\ v
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
M
ATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE \ n _
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL (7 6 40
\ GRADE 0.5 °/° TO 1.0 °/° A 1 \ \ Z m r
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM i �/ U a \
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO j t�
W t N
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 w \ 82' r y �' y¢ POOH
W N
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ?
A �O o . v \ . = Z
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT " S �� �z Ss• Z i
EASEMENT LOCATIONS PER FIDELITY NATIONAL TITLE INSURANCE ' S='.(
ACCORDANCE WITH SPECIFICATIONS. I r ,. W m
COMPANY ORDER NO. 9320961 -2 DATED 12- 30 -93. A w / to a
� � O W \ � � m
UNDISTURBED SOIL ^ � ` m
rL-20. 1" =401 1 I�G ���� s\ ��� / 1 \. 0
15. CUT AND ® SDG &E EASEMENT PER DOCUMENT RECORDED 12 -4 -28 IN BOOK STABILIZED BY
FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH > Z CA
1569 PAG 33 OF DEEDS EXIST VEGETATION 0 � O Q
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ° �°- Q oo � a CA
D.
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS /
SDG &E EASEMENT PER DOCUMENT RECORDED 1 -8 -45 IN BOOK SPREADER DETAI L N \ g . dX �s n
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 1805 PAGE 204 OF OFFICIAL RECORDS WIDTH SPECIFIED / 11`.
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY NO SCALE 0 d \ p ri \
Loy�a
3 4P
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 7O SDG &E EASEMENT PER DOCUMENT RECORDED 4 - 12 - 51 IN BOOR
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 4051 PAGE 98 OF OFFICIAL RECORDS NO WIDTH SPECIFIED
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED UNDISTURBED UNDISTURBED SOIL STABILIZED C AN EASEMENT FOR INGRESS AND EGRESS
FOR WATER LINE IN I� r � A.A6 c r
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN SLOPE BY EXIST VEGETATION REPAIR
' �' •'�
` N6
ACCORDANCE WITH THE GRADING ORDINANCE. FAVOR OF SUSAN C. SCHULTZ AND CARLYLE F. ANDERSON 2' AREAS DAMAGED DURING / I 4(�
�2 o r A S� W
CONSTRUCTION WITH SOD. ��� rfi•n \'ii 1 r _ I �� m
RECORDED 9 -26 -68 FILE NO. 166978 OF OFFICIAL RECORDS l r li L.... di_ . f �p 1>
k CAPPI
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL NO WIDTH SPECIFIED ECORDED 10 -7 -68 AS FILE
�J ^ ^ r - O Opp' m °_ o Rv.
TTER � �„ i Q
� A �
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 2:1 OR `'LA �_ o � 3
9 SDG &E EASEMENT PER DOCUMENT i S /7"E
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT w �Y�r \ 0, u5 / , 3 llc
NUMBER 174421 OF OFFICIAL RECORDS n- 6'MIN. , 1�'Q ro
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE w z �� 0 5 t•' r odd
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 14 EXISTING POLE AND OVERHEAD UTILITY LINE OVER THE
w P , I � O
- ii>lAP � '
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND EASTERLY PORTION OF THE SITE NO EASEMENT OF RECORD
VICINIYY
N � y �'� �
�
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. OR LOCATION SPECIFIED-NOT PLOTTABLE. I 0 NO $CALF
K 2ao �� W
SECTION A -A W
W W LL)
NO SCALE N Z Z
E LEUCADIA 8 "LVD.
V Q 0
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT - z
APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO_. W Q 0-
1 aao PAV @ N.W PROP. COR. Ai&ZC&T F_l&(#qL4j-2 DESCRIPTION: COUNTY OF SAN DIEGO PLANS PREPARED UNDER SUPERVISION OF" RECOMMENDED
A AV "; F ( GRADING PLAN FOR:
BENCHMARK OC173 / //4 j I
LOCATION: MON. INSIDEWALK AT SE 1° 40 ' /
COR OF BRIDGE AT INT STATE S HORIZONTAL DATE BY: •� ? BY: LATTI N GARAGE, GREENHOUSE AND AGRICULTURAL
& LEUCADIA BLVD ., STORAGE BUILDING 4020 - G
RECORD FROM: N.CO. VERTI CAL CONTROL BK. NIA �����.' R.C.E. NO.: 29577 �m E• ' �� p �
_.
LEVATION: 174.529 VERTICAL AYNE PASCO DATE: DATE:
ATOM: M.S.L. ( f` EXP 3 -31 -95 WORK PROJECT NO. SHEET 1 OF 1
PE 610