1989-9505 G (Plans) -
f THIS 'WALL AND WALLS
SHOWN - FQR HOUSE ��� �\ � GENERAL
\
NF
ARE FOR I �- p � � 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
�12URPOSES 0/�y ` STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
J V �^ ` A
I.MUT � � \,\ Y- � DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
�'cs THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES
o
EXi_T. EWEk RA 4' SEWER ES BY \l TRUMf RECOROE�D SCALE: 1 " =20' ENGINEER
1 - - G'ONGRETE BROW DITCH \ WITHU. 4 __ME ,IT PRIOR TO ANY REQUEST FOR INSPECTION. APPROVED BY THE
CITY
SLOP VARIES OR REVISIONS THEREFROM SHALL BE APPR
2. OX TO O o� �. \ \
\ Y 2 1 8 4 AS Fl E NO. 2. THE SOILS REPORT TITLED LOT 26 RANCHO ENCINITAS ROAD PREPARED
�i4 -1618
XI' T. WATER SEKVI_E
- F � 141
73 p
9 5 �• 'f ^� _ _ BY PROPERTY DEVELOPMENT ENGINEERS DATED MAY 16, 1989 SHALL BE
8 4'30'00'�E � F� _ �'f X1'31' R =� \ - CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL
_ BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICA-
TIONS CONTAINED IN SAID REPORT.
c> - -C - -- DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. O 5. CONTRACTOR SHALL TAKE ANY NEC
'A0
- - �OVIDE T A A , 6p V \ J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL
1� LOCATION AND TYPE OF DRAINAGE OF SIZES,
_ -- _ 't _
N � ?.• �'• \ FACILITIES, NOR OF IMPROVEMENTS
1 \ INSTALL CURB OUTLET �� �S s �0 \ l 0 MT N 6S \ -- - - WITHIN STREET RIGHT -OF WAYS.
SEPARATE APPROVALS AND PERMI
\ 0• s '� - - IN CONJUNCTION WITH IMPROVEMENT
PER R.S.D. D 25 � `, � � DEC \ 'Q ` 5 a 0 ��j• s . g � � X \ FOR BE REQUIRED
R THESE SHALL
O 1 �` Q•32cf' \ PLANS.
L
4.4 � � f F \ - 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
9
`� \ /_ , R \ ' x � \ �'♦ 57.5 T.F. \ \ 76.0 TOP - r GRADING.
61. T.W.
ESSARY PRECAUTIONS REQUIRED TO
_ \
� \ \ F,L. -- - _ _ _ -
-- F�
•39. Z ' ' `*� �- \ o/ J / PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANY -
\\ x kA• = s 3 - - J THING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
40 k3% <\ \ - CONDITION EXISTING PRIOR TO GRADING.
S
x. ` \ ?? 3 xs \ u�w - _ _ THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT
OR BENCH
\ PROVIDE I BERM AT 9 0 \ \ x s v, rn -
6.
A D TOP OF SLOPE \� FC � ��� s \'s -�� MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTA
1 0-4 E
` - - 9 \ / AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICNSED
-
LAND SURVEYOR.
T � 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
a v1 40 ` \y9' .� ^�` \'\ �? �� `\ - -- \� p ` SAFETY DEVICES, INCLUDING SHORING, AND SHALL
BE RESPONSIBLE
2:1 � FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
S
_ 9k � •� \ � - _ � � \ HEALTH STANDARDS, LAWS AND REGULATIONS.
56 j0 35 \ -
R gk \ \ 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE HALF (112) MILE
1 g' 0 w \ k 4j9 - - OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED
10' 395 0 \ Tc \ BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS,
16 0' �5.3X F N 4j 4 . T. \ _ �� - SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
�. 44. -
D S.DPER 1 _ 4 0. 0. �,' �� 46.0
K G-141 J3 . �4i in "� .\�\ 0 T.F.
GRADING
30 _ 4 5 . . - _ 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
- SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
\ - -N 85'40 00" E
y - 3 L4 -� 3 CONST CT MANORRY�RETA /N/NC 40 AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF
FILLS
__ _ EARTHEAI BROW D/T WALL P .6, C -3, T192F` - -- AND BACKFILLS AND COMPACTION OF TRENCHES.
HE SHALL SUBMIT
E v�� S 10 a A "?
S ?6 0J SO /LS REPORTS AS REQUIRED AND WILL DE
T. - ,EV ✓Ek 1 ATEkAL TERMINE THE SUITABILITY
Q =0.3C.�'g• VARIES 2.5.5 T0,14X .} `�? OF ANY FILL �y I \
HE SHALL S E ATE THA T INSPECTIONS AND TESTS WERE MADE BY HIM
V'2.? s - - - \ - \ OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANK -
y - _ _
� MENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE
( A= 03'51'47"
R= 528.00' - f -- _ \ - \ TIONS ARE ACCEPTABLE FOR THEIR INTENDED EM B ANK MENTS ESCAVA-
USE.
L= 35.60' MENTS
\1 (
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
O PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
- SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
OWNER _ - \
_ PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE
GRA /G AND CATHERINE SMALL
_ � � REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS
1195 E. LINDA VISTA DRIVE - UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL
SAN MARCOS, CA. 92069 MEASURES HAVE BEEN INSTALLED.
7.0' (619) 471 -2161
3 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO FILLED AND
Q' ESMT. FILL SHALL BE PLACED /N ACCORDANCE WITH STANDARD SPEC /F /CA
SEWER OWNERS CERTIFICATE -
TONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL
TOP Q N D l /WE HEREBY CERTIFY THAT A REGISTERD SOILS ENGINEER OR GEOLOGIST BE REMOVED BY THE CONTRACTOR
FROM THE SURFACE UPON WHICH THE
� S/yO �� EXIS 0R0U AND BEE SE ON W/ PAC NO R ETAI NED A O SUPE OVERALL RAL GRADING ACTIVITY FILL IS TO
BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
ti NOTIFICATIONS EROSION CONTROL REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS
N� SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A
ON PAN ��0 p , 9 MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONS-
S ATE.' // 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT:
GRAIG SMALL ST RICC TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN
\� \ \ \ ?f✓ BROW DITCH PER R.S.D. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH AT (619)471 -2161 STT ACCORDANCE
WITH SPECIFICATIONS.
/ D -75 TYPE B. LEGAL DESCRIPTION OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE 4. CUT AND FILL
SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
TOA ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, 2. EQUIPMENT AND WORKE FOR EMERGENCY WORK SHALL BE MADE AVAI
F DF F EXIST. SEWER TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE
qS S O OT /�y� 0 LATERAL LOT 26 OF COUNTY OF SAN DIEGO TRACT NO. J494-1 IN THE CITY HOWEVER; THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY
ABLE A ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,
ON 'S'0 ��- F
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCURES LOCATED MATER SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS
PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND Q) MASONRY R£T WALL COUNTY OF SAN DIEGO, STATE 0 CALIFORNIA,
O �qy N OF ENCINITAS, ACCO AT WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN
PER. STRUCTURAL TO MAP THEREOF NO. 9051, FILED IN THE OFFICE OF THE COUNTY RECORDER THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY RAIN IS EMINENT. LEFT /N A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENN
AND T SLOPES �
iX MIN CALCS. OF SAN DIEGO COUNTY ON DECEMBER 13, 1978. A.P.N. 264-162-006 EXCATION , FOR VERIFICATION AND LOCATION OF UTILITIES AND
NOTIFICATION
LANDSCAPING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH- WHICH ARE LIABLE TO BECOME LOOSENED
SHALL REMOVED AND DI
OF COMMENCEMENT OF WORK.
OUT THE APPROVAL OF THE ENGINEERING INSPECTOR. POSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED
IN
�
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH ACCORDANCE WITH THE GRADING ORDINANCE.
4
PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO . THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO
A. SEWERS - CARDIFF SANITATION DISTRICT (619) 944 -5070 SHALL BE COLLECTED, PILES, OR OTHERWISE DISPOSED WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LAND- EACH RUN -OFF PRODUCING RAINFALL. LEAVE THE AREAS
THAT HAVE
OFF THE
SECTION /� SCAPE AND IRRIGATION STANDARDS. B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC (619) 232 -4282 SITE
BY THE CONTRACTOR SO AS FINISHED L� C. WATER - LEUCADIA WATER DISTRICT (619) 753 -0155 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION CONTROL MEA- BEEN CLEARED WITH A NEAT AND FNISHED APPEARANCE FREE FROM
NO SCALE
RANCHO 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SORES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
UNCOM- UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL
ENCINITAS SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF
RD. PLEEED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER
PR /OR TO U
ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. D. TELEPHONE - PACIFIC BELL (800) 422 -4133 MAY
S� L EGE ND E CABLE TV - DIMENSION CABLE (619) 471 -9000 ARISE.
THE DISPOSAL OF ANY SUCH MATERIAL.
� o
0 L TAKE NECESSARY CO
RD
NOTIFY THE CITY E NGINEER'S OFFICE 48 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANDS HA L
PROPERTY LI NE ... ............................... - - 2. THE CONTRACTOR SHALL NOT
a HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN SOILS
ENG INEER'S CERTIFICATE � �
-9 LOT NUMBER ....... ............................... O (619) 944 -3374. IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
M O
EXISTING ELE VATION ........................... (47.33) 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR IN- 7. ALL EROSION
CONTROL MEASURES PROVIDED PER THE APPROVED "~
pFESSJ JOHN E. VERNON w
W PAD ELEVATION ... ............................... $1 SPECTION. PHONE: (619) 944 -3374. ALL WORK PERFORMED WITH- GRADING PLAN
SHALL BE INCORPORATED HEREON. R V / qj A REGISTERED CIVIL ENGINEER THE L ME A NICSCA.,
KV CIPALLY DOING BUSINES /N THE FIELD OF APPL I ED SO / MECHA, ',� �
�
N FINISH ELEVATION .............................. 51.21 OUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND ��%,C�
'Q� BY CERTIFY THAT A SAMPLING A
.__r A ND STUDY OF THE SOIL CONDITIONS
REMOVAL. 8. GRADED AREAS AROUND THE PROJECT PER /METER MUST DRAIN AWAY O LENT WITHIN THIS SITE WAS
MADE BY ME OR UNDER MY DIRECTION
EXISTING CONTOUR ............................ �'- FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
O
`g EARTHWORK EN THE DATE AND ONE COMPLETE
ANC 1 N BLVD. FINISH GRADE CONTOUR. OF THE SOILS REPORT COMPILED FROM THIS' STUDY, -WITH MY
I T A
9. ALL REMOVABLE PROTECT / DEVICES SHOWN SHALL BE IN PLACE 1 � NO. 858 EC MENDAT/ONS,' HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY <
.1 \ �'UT pppFESSra, - THE END OF EACH WORKIN G DAY WHEN THE FIVE (5) DAY RAIN P OB -0 E F 9/�0/�� w EER.
FURTHERMORE, I HAVE REVIEWED THESE! GRADING PLANS AND Q O ~
DAYLIGHT LI NE .... ............................... �\ CUT: 2300 C. Y. `Y ABILITY FORECAST EXCEEDS FORTY PERCENT (4090).
SILT AND OTHER �l G'
FILL SLOPES......., �A Y
S INDICATED) -� -�-�T FILL: 1 125 C.Y. )FY THAT THE RECOMMENDATIONS INCLUDED $� Y AND
PLANS SOILS REPORT FOR Z ``�
�L__� -- F F c '.J PEC / PROD CT V E � - ^ �O O
(AS INDICATED)
EXPORT. 1175 C.Y. O Q
CUT SLOPES.......... � 0 A
SWALES &FLOW DIRECTION ............. 1.) STEEPEST EXISTING SLOPE WHERE GRADING IS TO '�
���� 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE 9 0(I S PROJECT HAVE BEEN INCORPORATED
IN Dmm * z -Z * EFFECTIVE COVERAGE OF GRADED SLOPES (909 COVERAGE) PRIOR TO o 1
OCCUR IS 259. v1 s NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED SIGNED. s ? 2
BROW DITCH (EARTHEN) ................... �-+� 2.) MAX. VERTICAL CUT = 10' MAX. VERTICAL FILL = 6.5' STRAW INSTALLED
IN ACCORDANCE WITH SECTION 35.023 OF THE �' c Na L11n\ W OF VICINITY MAP BROW DITCH (STD. DWG. D- 75) ...... W )
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF 3. AVE. DEPTH OF CUT = 2300 QY. X27 =2 9' RCE NO: 21121 W
z W W
MANONRY RETAINING WALL ................ 21,240 S.F.
t 125 C. r. CALIFORNIA DEPARTMENT OF CONSERVATION 9 -30 -89 >`e - (y z
NO SCALE DRIVEWAY (STD. DWG. G-14)_ ..... A � AVE DEPTH OF FILL = 13,300 S.F. X27 =2.3 EXP. DATE.•
sp r; lye` �p� CD � 0
REVISIONS APPROVED DATE REFERENCES DATE wiAAC [NOWT �` AS PU LIC WORKS DEP T DRAWING
ND wQ�
:OC - 0073 CHIS LED SQUARE P PREPARED UNDER SUPERVISIO OF RECOMMENDED AP 0 E GRADING PLAN FOR:
=20 '
TOP HDWL MARKED WITH STEEL FN. POST T
LOCATION: S.W. COR. INT. EL CAMINO DEL HORIZONTAL 1 ' ATE : BY: BY: I,OT 2d OF MAP IriO.
61051 9505 -�
NORTE & RHO. SANTA FE RD. 23FT RHO 1826 CITY ENGIN ER
• R.C.E. NO.: DATE: DATE: i s !O 1173 RANCHO ENCINITAS DRIVE °
W �
SANTA FE & 60FT S EL CAMdNO DE NORTE VERTICAL N/A DONALD R. BRROKS JR. 3 -31 -92 , �a. ,
RECORDED FROM: COUNTY OF SAN DIEGO EXP. R.C.E. R.C.E. S.l.� WORK PROJECT N0. 26 4 - 162 - 006
ELEVATION: 119.476 DATUM: U.S.C. & G.S. F'
- - -- \ TPBS L L AND LLS \ \ \
SHOWN FQR HOU '�� \ J \ GENERAL
\
A_RE FOR.IT%IF'ORAIA770
\ p `RURPOSES O \ `gyp \ \ \ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, INE
J \
0
U T / \ \ \ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
a DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND
- -� BRO EXIST. EWER L RAL �� \ \ THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES
1 R " \\ �' \ \ WITHIN' EASEME �� \\ \ \\ SCALE: I" =20 ' OR REVISIONS THEREFROM SHALL- BE APPROVED
BY THE CITY ENGINEER
S TCH �p,� \ �• \ 4 SEWER ES BY N I UMENT RECORDED \
\ PRIOR TO ANY REQUEST FOR INSPECTION.
n 2.OX TO \ ►,+i\ N. a \ Y 2, 131 AS I�E NO. 4 -
EXIST. WATER SERVICE 141' 1618 \ \ \
1 - p \ A9 Z F "" \ _ - r ��� _ \_ 2. THE SOILS REPORT TITLED LOT 26 RANCHO ENCINITAS ROAD
PREPARED
1 � - N--Cj - N 8 4 , 30 E k� � •! 1.31 -� BY PROPERTY DEVELOPMENT ENGINEERS DATED
MAY 16, 1989 SHALL ' BE
\ 'c \ CONSIDERED AS A PART OF THIS GRADING PLAN. ALL, GRADING SHALL
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPEC /F ICA-
Bp
_ \ �\ \ \ �_ _ TIONS CONTAINED IN SAID REPORT.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,
\
• 1 �� S` 'c .� N � � 6S
PER R. D 25 \ �- LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS
Z INSTALL CURS OUTLET ii �\ l�j M! !, 0 �, N -' WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS
-- = . 0 `
\i� / \�8� , J• �. � \ \ \ \ . FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT
1rI
V A
\� V1ftr" \•• \ CK A'�• �,�, �g�\ �` PLANS
\.� _
f•E' I \ 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
x _/ - _ C \ \ 9r s3 \. '�;e• 61. T.W. l \ 76.0 TOP GRADING.
�-
My °• ��• '� �" p 39 \ \ t. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANY -
�- THING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
T� \ -- s \ �! �-• CONDITION EXISTING PRIOR TO GRADING. _
Sc PROVIDE I' BERM A7 J
N� ut 7DP OF SLOPE \�( ' S \ �� \\� '\AO`s \ -� v` - --� \` 6. THE DEVELOPER SHALL
BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
sd�r
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED
_ ��,• \ \ \Q� AS \ \ S s * 0 c ` - _ \ jr LAND SURVEYOR.
��p 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
\\ \O �-
°' SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND
HEALTH STANDARDS, LAWS AND REGULATIONS.
18' IL ,, �) __ \\ \ 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE
10 3 9 ' \ 9 \� ` OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED
' �5.3� \ 5• \ • k y� 4 . T. rF -� �. -.- _ \ BETWEEN THE HOURS OF 5:30
PM AND 7:30 AM NOR ON SATURDAYS,
16 ER 1 '� 11. 1� 44. �-- '� \ ` �_ SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
R.S. 'p , �, x „r 3 ,, \ 'w' v > 46.0 �
U
Al GRADING
,� \ \ GRADING D T QUALIFIED
N 8 5
�" ALL LNG TE D BY A Q
E
' MAN AD SHALL A B E INS PE C TED TED AN ES
E\ 4077` \ SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT
1
QONS*CT S MANONRY�RETA/N/NG� - AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
R LAT J ROW 0 E o \ \ �n u� ` WALL PEN fl &,C -3 T142F
, ` -� �\ \ \ ?� AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
EXIST. S SLO
EWS EL �l1LB �\ �� -_� \ \ \_ _ \\ Si SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY
Q_ 0.3 c.F's. I VARIES 2.5 14X ,� „� _�
V X22 ' _ �- - _ �- - -� \ OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS
/ AjIVCj 3 ARC\ �K1 le T RJ �____ ___ -_, HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE
BY HIM
NK
;SAGS .H' YY' "� \ - - ��� \' \ `\ `� \� OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION,
ALL EMBA-
(6 -OX51 4T LUNG' L� IXR -� h'l E' \ ` \ MENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH
THE
R =528.00'
1 t of R4I G S TO BE FM L3,FDJ).- Q
APPROVED GRADING PLANS AND THAT ALL E14BANKM ENTS AND �3 �
ESCAVA-
I
L =35.60' l \ _ \ �\ TIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
J
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
I
OWNER \ -- '� - \\ \ \ \ �\ PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
V \ SHALL. CONTROL SURFACE'WATER AND AVOID DAMAGE TO ADJOINING
GRA/G AND GATHER /NE SMALL \ ` �' - \ \ �\ PROPERTIES OR TO FINISHED WORK. ON THE SITE AND SHALL TAKE,
1195 E. LINDA VISTA DRIVE - \ '`` ~ REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS
-�
SAN MARCOS. CA. 92069 UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL
(619) 471 -2161 MEASURES HAVE BEEN INSTALLED.
3' SEWER OWNERS CERTIFICATE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
EZA . i/Wf HEREBY CERTIFY THAT A REGlSTERD SOILS ENGINEER OR GEOLOGIST FILL SHALL BE PLACED IN ACCORDANCE WITH
STANDARD SPECIFICA
TIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL
OLOID GO HAS A SE ON CO PA �AI AND O SUPE I SE T ^'SITE GRADING ACTIVITY M1 BE REMOVED BY THE CONTRACTOR
FIR THE SURFACE UPON WHICH THE
T T �+ FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
NO I IFICA / IONS EROSION CONTROL REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS
SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A
A S A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONS-
BROW O1TCW PER R.S.D. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. IN CASE EMERGENCY WORK IS REQUIRED
CONTACT: GRAIG SMALL IBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH AT- (619)471 -2161 STRICT ACCORDANCE WITH SPECIFICATIONS.
D -75 TYPE B. LEGAL DESCRIPTION OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE
I EXIST. SEWER ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
BE MADE AVAIL- 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
�� LOT 26 OF COUNTY OF SAN DIEGO TRACT NO. 3494 -1 1N THE CITY HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY ABLE AT
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE
RI � - OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCURES LOCATED
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,
"Y MASONRY REAL WALL AT WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES WHEN PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND O
PER, STRUCTURAL TO MAP THEREOF NO. 9051, FILED IN THE OFFICE OF THE COUNTY RECORDER THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PR /OR TO ANY RAIN IS EMINENT LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND O
1X MIN. l:4LCS. OF SAN DIEGO COUNTY ON DECEMBER 13, 1978. A.P.N. 264 -162 -006 EXCATION , FOR VERIFICATION AND LOCATION OF UTILITIES AND
NOTIFICATION OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES - t
LANDSCAPING' OF COMMENCEMENT OF WORK. J. OUT THE APPROVAL OF THE ENGINEERING INSPECTOR. MODIFIED WITH- POSED OF.
L IABL E
TOE AND BEC
TOP OF LO O SEN E D
SLOPES SHALL B REM O VED
ROUNDED IN W
T 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH - ACCORDANCE WITH THE GRADING ORDINANCE.
-
�i •, PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO - 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL
DEVICES TO
A. SEWERS
THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LAND- - CARDIFF SANITATION DISTRICT (619) 944 -5070 WORKING ORDER TO THE SATISFACTION
OF THE CITY ENGINEER AFTER 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
SECTION SCAPE AND IRRIGATION STANDARDS EACH RUN -OFF PRODUCING RAINFALL. SHALL BE COLLECTED, PILES, OR OTHERWISE
DISPOSED OF OFF THE '
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC (619) 232 -4282 SITE BY THE CONTRACTOR SO AS TO LEAVE THE
AREAS THAT HAVE
NO ' SCALE RANCHO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL YEA- BEEN CLEARED WITH A NEAT AND
FIN /SHED APPEARANCE FREE FROM
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL C. WATER - LEUCAD14 WATER DISTRICT (619) 753 -0155 SURFS AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOM- UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL
ENCINITAS
RD. SLOPES PRIOR TO OCTOBER i OR IMMEDIATELY UPON COMPLETION OF PLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH BE
SECURED FROM THE SOILS ENGINEER AND, CITY ENGINEER PRIOR TO U
6 ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. D. TELEPHONE - PACIFIC BELL (800) 422 -4133
Q Sly MAY THE DISPOSAL OF ANY SUCH MATERIAL w
LEGEND E CABLE TV - DIMENSION CABLE (619) 471 -9000 ARIS
o o
PROPERTY LINE .. ............................... -.- - - -- 2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 6. THE
CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
R 3 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN
g LOT NUMBER ............... O � o
(619) 944 -3374. IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. SOILS ENGINEER'S CERTIFICATE
EXISTING ELEVATION .......................... (47.33)
J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR IN- 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED Of
ESSI JOHN E. VERNON
PAD ELEVATION........... 1. 1 SPECTION. PHONE: (619) 944 -3374. ALL WORK PERFORMED WITH- GRADING PLAN SHALL BE INCORPORATED
HEREON. Q� - _�Oh'q A REGISTERED CIVIL ENGINEER IN THE STATE OF CA., w Lo
FINISH ELEVATION ....... .................. 51.21 OUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND ��tV��
E. V CIPALLY DOING BUSINES IN THE FIELD OF APPLIED SOIL MECHANICS, '� co
REMOVAL. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY BY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDITIONS
0 O LENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
EXISTING CONTOUR... �� _ \ FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. =" 2
cA p ',/ p cv EN THE DATE AND ONE COMPLETE
EAR
NC N I T A 8CV FINISH GRADE CONTOUR .................. �.hD� THWORK 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
BE /N PLACE AT � No.858 OF THE SOILS REPORT COMPILED FROM THIS STUDY, -WITH MY V
�, EC MMENDATIONS,' HAS BEEN SUBMITTED TO THE OFFICE OF THE ITY
DAYLIGHT LINE .. ............................... ;cy\ CUT: 2300 C.Y. pP THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROB , EXp 9130/!3 w EER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLAN AND Q ~
1175 C.Y.
FILL SLOPES........ (AS nvolcA7EO) FILL: 1125 C.Y. ABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER
� CFO IFY THAT THE RECOMMENDATIONS INCLUDED SOILS REPORT FOR Z
EXPOEXPORT DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. EC
t T
(AS .MCAIFD) t PROJ E CT Q A, r .
. ......... ..... ... O PEC /FICAT
� 110.4Tl4f � � E F (' @;�• �'/ NS HAVE BEEN INCORPORATED IN �V' . y PLANS AND
CUT SLOPES.. � � ...
SWALES & FLOW DIRECTION ............. 1) OCCUR I S EXISTING SLOPE WHERE GRADING /S TO UL s y , 10' S E �IVE COVERA
OF GRADED COVERAGE) PRIOR TO ' SIGNED: �� * A �� - � O
_" * s -S, - 9x
BROW DITCH (EARTHEN) ................... b 2.) MAX. VERTICAL CUT = 10' MAX. VERTICAL FILL = 6.5' STRAW N OVE M BER
15, IN SLOPES A NAL WITH SE 35.023 ROF P 0 W
Y /C/NI R BROW DITCH (STO. DWG. D -75) ~ 3.) AVE. DEPTH OF CUT - X27 -2.9' RICE NO: 11 y r
No. �2N
- 2 �7= - EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF Na��9� z W W
MANI RETAIMNG WALL...... .. _ g _
AVE. DEPTH OF . FILL = 11 X27 =2.3' CALIFORNIA CALIFORN /A DEPARTMENT OF CONSERVATION. 9 -30 -89
NO SCALE DRIVEWAY (STD. D
WG. G- F4)....... r . s• • EXP. DATE.
AR'WV" CITY OF= ENCINITA8 `PUBLIC WORKS DEP k � DRAWING NO w n
t , REVISIONS . APPROVED DATE ;, REFERENCES DATE , r rt
Oct w P PREPARED UNDER SUPERVISIO OF RECOMMENDED APRCV LANI FOR
TOP HO WITH STEEL FN. POST WL MARK D
LOCATION: S•W: CDR. INT. EL CAMINO DEL HORIZONTAL 1" =20' ATE BY: BY: i �� ` �l f � LOT 26
OF iRlfP NO. 905 1. 9505-G NORTE df RHO: SANTA FE RD. 2 F W RHO
1826 CI ENGINEER o
C.E. No_: f 1173
L CAMINO DE NORTE -RANCHO ENCII111ITA� DRIYE i
SANTA PE 6QF7�S- VERTICAL N" a at DONALD R. BRROKS JR. DATE: DATE: w `' a "
I NUNN ON_ D073 REoMm FROM: COUNTY-OI•Sw DIEGO EXP. 3 31 92 R.C.E. R.C.E. �- WORK PROJECT NO. •
�
ELEVATION; 119.478 DATUM: U.S.C. a G.S.