1988-8049 G (Plans) GENERAL NOTES:
LEGEND 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE
APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF
PROPERTY LINE' - - ANY PRIVATE ROAD SHOWN HEREON FOR CITY ROAD
PROPOSED 5' M /N. DR41NAGS PURPOSES.
RESIDENCE SWALE �� EXIST /NO CONTOURS (70) 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO
80- 3 EX /STING
FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT
PAD 745 (TYP) � �I� � PLANS WHERE APPL ICABL E. FINAL CURB GRADE EL EVA TIONS
F• F• 75.0 2X ,ryC� I C�TY ?) GRADE DAYLIGHT LINE /� MAY REQUIRE CHANGES IN THESE PLANS.
_ 3. IMPORT MATER /AL SHALL BE OBTAINED FROM A LEGAL
EASEMENT VIVE SITE.
-���� 4. A CONSTRUCTION, EXCAVATION OR ENCROACHMENT
70 — \ \ PROPOSED SPOT ELEVATIONS PERMIT FROM THE CITY ENG INEER WILL BE
TEMPORARY BRDl� OvTCH PER REQUIRED FOR ANY WORK IN THE CITY RIGHT -OF WAY
SLOPE C1 � 1) � �
RETA /N/NG HALL S.D•CO• STD• D!+/G• D -75 1 1? I CUT SLOPE Prl ���� 5. ALL SLOPES OVER 3 FEET IN
HEIGHT WILL BE PLANTED IN
/( ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS.
NOT A PART OF SCE' ) �� l FILL SLOPE 2.1 6 THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND
TN /S PLAN ��, I LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK.
I EAl2TN�Il �� RI/I, / NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE
DIRECT'16W OF DRAIN419E
SECT /ON A -A �t?rl�Eu n�T� FOLLOWING AGENCIES
I• SAN DIEGO GAS & ELECTRIC 86th- 422
SCALE NOR /Z. 1" _ /O' z p HOSE 8/8 PACIFIC TELEPHONE 800- 422 -4133
10' \ I I F ILL. OAIJk CATV 746 -6666
RETA IN/NO NALL CNOTA PART SEWER 694 -3273
p,9 WATER 753 -6466
2� I BROW DITCH PER 5 T • DWG. D -75 p 7 A SOILS REPORT MAY BE REQUIRED PRIOR TO
THE
/ ISSUANCE OF A BUILDING PERMIT
TEMPLWARY BAW / / 1- / _ �r 8 APPROVAL OF THESE PLANS BY THE C/TY ENG /NEER
_
DETAIL `\Ar/ DOES NOT AUTHORIZE ANY WORK OR GRADING
EXISTING 5EWERLINE 07 ) RIP RAP PER STD. DWG. D -40 N�'. TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER
-
PER PC -1911
NO C LE MISSION HAS BEEN OBTAINED AND A VALID GRADING
Q. 1 DOWNORA /N PER STD. O!✓C PERMIT HAS BEEN ISSUED.
I �-
. D -22
9 THE C /TY ENGINEERS APPROVAL OF THESE
(SEE 5,0V/ALE DETA IL) --------- alai- -- 4� PLANS DOES NOT CONSTITUTE CITY BUILDING OFFICIAL
6P / i APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE
3' ' DRIVEWAY PER STD• DWG OS -7 PLACED ON THE AREA COVERED BY THESE PLANS. NO
EXIST /NC 15' MWEREASEMENT - I f I I WAIVER OF THE GRADING ORDINANCE REQUIREMENTS
SITE ADDRESS
N GRANTED TOC�IRD /FF SAN /TAT /ON y J- /� / / j ' CONCERNING MINIMUM COVER OVER EXPANSIVE SO /LS
IS
D/STR ON SEPT 24 /987 As �/ MADE OR IMPLIED /SECT/ONS87.403 & 87.410/. ANY SUCH
LEGAL DESCRIPTION 2,r MI F /LE PAGE �7 J A� O• i y A
/VER MUST BE OBTAINED FROM THE DIRECTOR OF
X17 ( PLAN /NC
PARCEL 4 OF PM 15334 TETEN AV4Y 10 ALL OPERATIONS CONDUCTED ON THE PREMISES,
INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR-
OLII/ENHA /N, CA 92024
NOTE CONTRACTOR TO AIA /NTA /N - 6 / TORE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT,
4' MINIMUM COVER OVER TOP �� AP. N• : PORT /ON OF 259 22f- 03 CONSTRUCTION EQUIPMENT AND ANY OTHER
ASSOCIATED
OF 8" PVC SEWER L /NE. Cr / / e 259 - 221 -04 (RECENTLY GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD
SUBDIVIDED, NEW AP•N• NOT YET BETWEEN 7.•30 a.m. AND 5:30 p.m. EACH DAY, MONDAY
5h/ALE D TAIL T �6.a i , AVAILABLE OWNER /PERM /TTEE THROUGH Fig /DAY , AND NO EARTHMOVING OR GRADING
. . •t
N WA LE OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON
4� >g S �'� M; SATURDAYS, 3UNDAY5, OR HOG /DAYS.
,56E 8050 G e >� .0 6 BRUCE D. N/EGAND INC.
12' DRIVEWAY PER MODIF/EDt \ > s �� 227 N. EL CAM /NO REAL
11 ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING
cq >� s pL 3 ( I ! TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM
S.D. Co. STD. DWG. OS -7 > o / d, ENC /N /TAS, CA 920P4 CUT OR FILL FACES TO NATURAL GROUND
AND ABUTTING
P11 (6,19)942-3146 CUT OR FILL SUHI , ,'FS
( .
C + DRIVEWAY TD BE � 0 4 13 �+ ENG /NEE19 OF WORK
80496 NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH
EN TRANCE FOR 80506 0 A ND 0 4 r / 12 IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE
o
' DISREGARD SD C / G ^ � RIP RAP PER APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS
ST WG•
D. D G- /3 AND a-16 I I STD. D!✓ • D-40 RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE
LOCATION REOU /REMENTS.) j 9 # /�/1ir2 BACK/Nrs � �' l � ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE
ON
/ X % ` 1.4' TN /CKAND 4VAYNE PASCO RCE.. 295777 LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER
EX /ST. X92 !� 12' GONG BY 9' ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC-
EXP. 3 -31 -9!
' W /DE•/ i / � TION Of ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER
Q N N SLO� Z,l r NT 1 `2 '1
\ PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND
/
/ l� ,� t p \i J c r 1 \ PASCO ENGINEERING PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING,
II
/ • v u, \ / (619) 259 -6212 EROSION, SIL TING, SCOUR OR OTHER DAMAGE WHICHMIGHT
41 ,1� 535 NO. MIGHWAY iol RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE
1 g.(o \ \ w^EA CITY WILL HOLD THE PERMITTEE RESPONSIBLE FOR
1 \ SOLANA BEACH. CA 92073
W / 1 CORRECTION OF NON - DEDICATED IMP
O OVE ENTS WH
E TP 1 7 5 lCH
I P. R M 6 I
W 6 C. � ^ �
U \ DAMAGE ADJACENT PROPERTY.
TETEN NA Y h 5 - ) BERM �° 75. o f i 13 S L O P E R A T I O S
8.3 }
S NI C4 '4GE 74.5 D ^ \ o
CPRIWre ROAD) O C , \? U A DI J� I I1 \ \ \ I CUT 1 1 FOR MINOR SLOPES, 2
1 FOR MAJOR SLOPES
Mr , - vvv 1 i _ _ ,3 .468 FT3 T. Approve/ Of The CITY ENG /NEER Alter
FILL 2:1 Slopes Deviatmg From The Above Will Require
.�LSSI AVERAGE DEP TH OF CUT - - 0.89 F
X9 5 �� •f-�- ' —�' - �' pR0` 0\ 3, 908 FT
Al Review Of A Report From A Soils Engineer.
J I I 1 �, ►�' , ? �• 3 EXCAVATION f28 C Y FILL: 0 YYf
/ 38 012 FT / 8
C . .
o AVERAGE DEPTH OF FILL = = 2.98 FT. IMP
j _ - N 7p °Re'00 "!,/ P41.2$' � 1 � ..� � � 12 75(o FT 1280 C Y. A Separate Permit Most
EXISTING h O b O O 1 = Be Obtained For Waste Or Import Area.
— `70) h O A ^ O ^ 1 e I ' FXI 3 /31/!1 160. THE FACE OF ALL CUT AND FILL SLOPES IN EXCESS 14 SPECIAL
CONDITION IF ANY ARCHAEOLOGICAL RESOURCES ARE
e+ �
AC SP/LLW.4V PER � ! ) OF 3 FEET VERTICAL HEIGHT SHALL BE PLANTED DISCOVERED ON THE SITE Of
THIS GRADING DURING GRADING
8T0. Oh/G. D -2P 3 3 ,'10 2 3 fff AND MAINTAINED WITH A GROUND COVER OR OTHER OPERATIONS
SUCH OPERATIONS WILL CEASE IMMEDIATELY AND
/ ~ ~ ~ ~ / ( / I PLANTING TO PROTECT THE SLOPES AGAINST THE PERMITTEE WILL NOTIFY
THE C /TY ENl3 /NeER
EROSION AND INSTABILITY. PLANTING SHALL OF THE DISCOVERY GRADING OPERATIONS WILL NOT RECOM
I I COMMENCE AS SOON AS SLOPES ARE COMPLETED AND MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN
MUST BE COMPLETED AND ESTABLISHED PRIOR TO AUTHORITY FROM THE C /T/' ENU'INEER To Do SO•
FINAL APPROVAL OF THE GRADING AND BUILDING.
17 A SOILS REPORT WITH COMPACTION TESTS IS /5.ALL GRADING DETAILS WILL BE IN ACCORDANCE
WITH
REQUIRED FOR ALL FILL THAT IS OVER 12 INCHES SAN DIEGO COUNTY STANDARD DRAWINGS DS -8, DS -
10,
IN DEPTH. DPL FORM NO. 73 CERTIFICATION OF DS -11, D•-75
,SOILS ENGINEER'S CERTIFICATE DECLARATION_OF_RESPONSIBLE- CHARGE SOILS ENGINEER'S CERTIFICATE FILL COMPACTION, AND 2 COPIES
OF THE
1 A �. �� o re gistered I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR N) . a registered civil engineer in the
COMPACTION REPORT FILLED OUT SY,A REGISTERED
AA civil engineer V. ��s�.alws �,w.�c C�.s ENGINEER, ARE TO BE SUBMITTED AEI9@__TFIE *EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT
Z, �\ a re b d e THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE State of California principally doing business in the field
of
State of Ca ifornia, pr dooing ing business in the fie of CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN a p p lied soil mechanics
hereby certify that a sampling and GRAoING_ @EE PURPOSES ONLY. (CALCULATED ON A THEORETICAL
applied soil mechanics, hereby certify that pp BASIS. ACTUAL
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, stud of the soil conditions QUANTITIES MAY
VARY DUE TO
N _ AND THAT THE DESIGN IS CONSISTENT WITH CURRENT made prevalent within this Site Was /B. TOP OF
CUT SLOPES MUST BE A MINIMUM OF SHRINKAGE OR SWELL FACTORS)
> a— e•F3se slTel #Rest #eta Lstwssw tine dates y me or under my direction between the dates 3 FEET FROM PROPERTY LINE (TYPICAL).
"4A* __,_�_ ___ _� STANDARDS. and One com lets co 19 TOE OF FILL SLOPES MUST BE A MINIMUM OF 1.6
- ad report -- -- p co py. of the soils
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND report compiled from this study, with my recommendations, has FEET
FROM PROPERTY LINE (TYPICAL).
- 19 wilik spolneer, .104 LED bi antievie, 1%.04F. been submitted to the R ETAINING
WALLS ARE BY SEPARATE PERMIT.
` office of the Cit SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED y En g ineer.
#
de I have reviewed these grading plans and certify TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS
20 ALL AREAS SHALL BE MIX O BEET WITH AN APPROVED THEY ARE SHOWN FOR CLARITY ONLY.
that the recommendations included in the soils report for this NON- IRRIGATED SEED NIX OR BETTER AND GERMINATION
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR Q
project have been incorporated in the gradin plans., and PROJECT DESIGN. SHALL OCCUR PRIOR TO FINAL INSPECTION
OF GRADING. W
specification RIVATE CONTRACT
0/2 SIGNED: F. sIGNED: -: PERMITS SHE
4 1,0
SITE BY __fi_�I__ ___�G��!'�_____DATE J��o! CITY NT F PUBLI
RCE NO.: �!'0.�.�3 WAYNE ASCO RCE NO.: IMp DEP ARTME NT O F PU /LIC WORKS W
REZONE PERMIT NO. NA
SHEETS
EXP. DATE: J' J/ f V
a 0 010133 R.C.E. 295 7 7 EXP. DATE: GRADING PLANS FOR:
«
SPECIAL USE PERMIT NO. NSA �
�ycti►,FO�` TENTATIVEMAPNO. 18706 S INGLE FAMILY.
RESIDENCE Q
PARCEL 4 OF TPM /8705 '
SEWER DISTRICT CITY APPROVED CHANGES BENCH MARK (h
CARDIFF SANITATION DISTRICT No Dd[nPGO" Aootond by Dar CALIFORNIA COORDINATE INDEX 318 - 1695
to
DESCRIPTION CHISELED SO ON RIM OFCONCRETE N
(RL�FEREACE PC 191/ AND dL 5311 PaeERT 1N6-, - EN E ., „ 14 YNE- PASCO =
/RR /GAT /ON P IPE CITY ENG /NEER Uo..J- . P
LOCATION 36'E. OF ¢ LAS MORROS INTERSECT /ON B. Exp 73/ g/ N 29577 v>, (3. y/C/N/ T ,Y MAP
OF LA BRAJADA
9
1119 ci
.�I N RECORD FROM: COUNTY OF SAND /EGO YERTlG 4LCONT)FOL Lad �/ 21: NOT 7V SCALE
APP VED — (�
ELEVATION /78.09 D ATUM. US.G•S. I071.�A�i Gii°'"1 80 `'f L! W
TE --, , E 29a,a ...,, I� No.
W
FILE N0. PE- 227