1995-4503 G (Plans) 10 OWNER /PERMITTEE: DUlM L_L.0
285 Al EL CA/MIO REAL , I*
GRADING NOTES NOTIFICATIONS %_ si i) �'�z217 EAICIA/ /TAS, G'4. 92024
EK °EX q4M APN: Z&4- ZBZ - /S
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 3
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS / Q SITE ADDRESS: OL /UEe&97' 1(1
a.�7'
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A EA/C/AHTAS CA• 92024
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR o I� �
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN MA AR GUALL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: /�R •SDOD C-2 BG/ gFYAN ��� o \�
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY Q Z�o 7A� >: 1 ESTIMATED QUANTITIES
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY �-
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES - /O CUT -- ---- -- C.Y.:
2. THE SOILS REPORT TITLED "46 MV G6072S JIN/CAL . 7 6,' 4 ` PT LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR
dDT 2'3 o� lf/ECPEST DIP /l�E, EMIT/ 11,46, CA. RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO Fbwg" 3WALE arm/L FILL
- - - C.Y.*
PREPARED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR NTS.
INC. DATED 11 -27 -95 SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND EXP 9T--
e - -- C.Y.*
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF yG,�T��
►b
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT. A/M * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - 633 -2770 ONLY. (CALCULATED ON
A THEORETICAL BASIS. ACTUAL
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422- 4133PP�
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE Q�
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - 753 -6466 2 Q�
CONJUNCTION WITH IMPROVEMENT PLANS. ENVIRONMENTAL NOTES:
D. TELEPHONE - (800) 422 -4133 24oA -m
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 2 0%W 4
GRADING. / � 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS
E. CABLE N - (800) 422 -4133 (EXCLUDING AND EXISTING MAN MADE SLOPES).
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 E,(l5'TINC7 AaWD /MP,P.
IlE� MATS 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 9' AND THE MAXIMUM
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. &)rkC SW71PAI .44
VERTICAL HEIGHT OF FILL - __.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (619) 633 -2770. W Q
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. /MPRDI/E/YIENT�{ QA/ �/0 71N94S5 4g 4V" A067A /L 3. A.) AVERAGE
DEPTH = VOLUME OF CUT (C.F. = 292 FT
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR Q
NTS. OF CUT AREA OF CUT S.F. -
INSPECTION. PHONE: (619) 633 -2770. ALL WORK PERFORMED
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO J
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) _ /,( F7.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. I'I Q OF FILL AREA OF FILL
(S.F.)
OR A LICENSED LAND SURVEYOR. II'3�
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL J
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE EROSION CONTROL h
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND II LEGEND:
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ) ^>
REGULATIONS. AT-- 9 8 47 (PHONE) J J I I AV*R7V INE - - -�
3
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) e l E4SENEATI L /AIES - -
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE Gj E�'/ST /A/G SDG.
E. I/AULT SP T EZ VAT/DA/
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL / J. A
a1677A/G &9,T/70U,� 2w
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT - /�
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF � 0 C� F/A/ /SN GRADE C9A/ ,J
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING TEMPORARY DEVICES WHEN RAIN IS IMMINENT. `11 LKl
/G/lTL /A/E
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE ��
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
F /LL SLOPE y Y
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J `2 k�1�J
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN q �j0 N / Y i
ADVANCE BY CALLING (619) 633 -2770. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES > �] C-
D /QEC'T /DA/ OFl�('A /A/�L'iE -
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER 3 E� O \ /
D
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY AFTER EACH RUN OFF PRODUCING RAINFALL. \� I 1 l�
FA27//EAlSUTALE(EG�TA /L�
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE CONTRACTOR \ P0 ElEUA71L�t/ Q /
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL 23' �1 23IZO
I
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO Q1� ,(2 TG �6- �)
/99 p \ P�aP r 1 FIA11614ED R,Xg E(,�(WZOA/ FF= 2li/. 50
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES �1�' �. �?�
\ p P �. �� � ova �'JILDIA6 W, (A
9d IOTAPARTOFTI//3A4N)
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING WHICH MAY ARISE. = v z _ --
/ \ - --
OPERATION. �q '' �• ', , �. (o � ---- YF E�icK � � !o AA P.f/.C. P /,�
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE °285t3
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO x` _ ','�P1 ''.;
22L pP ZZ. F/ \ �� e 1p- R4 "ALD.SPLAST /CGA?ATE(QeEQl�4L)
8.
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. / L = 94.80
,� /P -RAP F2 0-40
RELEASE OF SECURITY, AND AS GRADED CERTIFICATION SHALL BE + E -� \ /�' IA2yPETA /Al /A/CVI(IALL �2C'
- 2
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
4503- G _ HAS BEEN PERFORMED IN SUBSTANTIAL GRADING PLAN SHALL BE INCORPORATED HEREON.
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON
THE ATTA HE S HALL E 8 GRAD A ROUND P ROJECT PE U D WAY
DATE AND SIGNATURE OF THE CMLENGIN R FROM THE FACE OF SLOE A THE CONCLUSION OF EACH WORK
FOLLOWED BY A
WHO CERTIFIES SUCH GRADING OPERATION. DAY.
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE @ /71)
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
ti
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT '>}�' 0
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. I I I
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 �2
/
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OF CALIFORNIA DEPARTMENT OF CONSERVATION.
ARE SUITABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID J o
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE ° \
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
INST DRA IN A GE AND EROSION CONTROL MEASURES HAVE BEEN � (V� / S� ] `f J l (WE) /lEe05y 6 7,P? AIR 4 A'F615
&SP �'LS 6 111EEX De GEL1GLy/$T 1//JS&CiW
ORXlU M TR /AIED 7 l U/ERALL Ci&DIA/G ,4077V17V ,4M ADU /5'EOdl77/E
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND � � /\ � - ✓l o -- � ' / / LSD A
A D 57AB /L/ F E 61IE.
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL /�
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM / j / // SW4771ff. 9) Q4T�
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED T l I l O / DUIv /l1Ee CVSTO/Ll HOMES, LLC.
A DEPTH OF 6 AND THEN COMPACTED TO A MINIMUM OF 90 D `X1 /2 /
PERCENT. IT SH 9 LL BE THE CONTRACTOR'S RESPONSIBILITY TO .,8 265 N R LAM /AIO,PEAL #21Z I
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT / l I / ENL1N/W LA, 92024
ACCORDANCE WITH SPECIFICATIONS. `
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY \ # „+` I DECLARATION OF RESPONSIBLE CHARGE
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER \
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE I
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED J / �/ / J I HEREBY DECLARE THAT I AM
THE ENGINEER OF WORK FOR THIS m
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN �MLM _�'� Q44MG 1 \ I PROJECT. THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE <
ACCORDANCE WITH THE GRADING ORDINANCE. ODUE CkES .. TD - ,� DESIGN OF THE PROJECT AS DEFINED IN SECTION
8703 OF THE N
SOILS ENGINEERS CERTIFICATE � � -� BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS a
'
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL / m <
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF t3 �O(_g2 V CONSISTENT WITH CURRENT STANDARDS.
m w
THE SI BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT I, ORN �E L A REGISTERED ENGINEER IN THE SITE // �� `
N m
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF E
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND <
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF APPLIED SOIL MECHANICS, HAVE REVIEWED THESE GRADING PLANS AND SPECIFICATIONS
BY THE CITY OF ENCINITAS IS CONFINED TO A O .<
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT �� pFES$IQ�
REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF En
CITY ENGI PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. FOR THIS PROJECT HAVE INCORPORATED IN THE GRADING PLANS AND CC G QR /I/q�
MY RESPONSIBILITIES FOR PROJECT DESIGN.
SPECIFICATIONS.
SIGNED: ( �F _ 4 A. q F
.� n p
y 4� s p y WAYNE b DATE
RCE NO.: 3.- 6o3-7 _ `�� \E O� I No. 29577
EXPIRATION DATE: _ 10-96 Fga i ~� P �c
NO. 36031 `' Exp. 3/31 /99 O A S BUILT PASCO S C 0 ENGINEERING 3 No . 29577 0
EXP. 6 -30 -9C 110NITY MAP MV 535 N. HWY 101, STE . A ¢ Exp. 03/31/99 "
sr a��'�/ AlT.B. SOLANA BEACH, CA 92075
lvtt
gT FOF CAL \FOBq F 1F
�rF Gt Ch �t� /' C o /SAS
WAYNE A. PASCO DATE LL
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COM MCIA✓ lr9l OFWZORIVENT
DES BY DR
CEGBY CHEWAEPDBV APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO c CD
1 AS -BUILT .G. 17 -Z 5-% ERM /T F //VAL 2 -1696 OC 0073 C'// /SELEDSQTnP//DN/L.A?A2KED 2 APPROf/ED
D PLANS PREPARED UNDER THE SUPERVISION OF RECOM NDE APP. OVE GRADING AND EROSION CONTROL PLAN FOR:
EL N4 R FE /NT. EL OAM /NU ' / r DUVINER RES /DEME
HORIZONAL 1" = 20' DATE: /`Y/ 9s BY: � BY:
EL A/027Ed�kZ'/JO.3A�VTAFERO. 3 AL,P�//0.34NTA � 4503
FE RD.�jla2'SELCQM /A/OQcLA/GIFfc. VERTICAL N/A BY: �'�rS -� 1Z- <j-C�� R.C.E. NO. 29577 DATE: ��-� - qS DATE:
I`� ��"R
&9,91PDF,PON19D..69.. UEA?T. 04771A4 AYNE PASCO 0Ul CREST DR L0T 29 MAP //5'29
ELEU /19.4710' D MA.f US•B. G.S. OATS EXP. 3 -31 -99 WORK PROJECT NO. ' SHEET I OF 1
PE (058