1998-5837 G (Plans) GRADING NOTES NOTIFICATIONS GENERAL IMPROVEMENT NOTES LEGEND LEGAL DESCRIPTION PARCEL i OF PARCEL MAP 4645.
CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA
i . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, i . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES i A PERMIT SHALL BE
FROM THE CITY OF ENCINITAS S. D. R. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A STREETERIGHTSOFVWAYS DEPARTMENT FOR ANY WORK WITHIN
THE ITEM S. D. R. S. D. # SYMBOL QUANTITY
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2 THE STRUCTURAL SECTION SHALL BE IN
ACCORDANCE WITH CITY
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY _ PROJECT
BOUNDARY
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO A.P.N.:
264 - 451 -06
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY CONSTRUCTION. (PRIVATE) PROPERTY LINES
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES SITEADDRESS FORTUNA RANCH ROAD, ENCINITAS, CA.
STRUCTURES APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT
LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE EXISTING CONTOURS -
-- - - - 4
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNER'S OF SAID PROJECT BOUNDARY. PERMITTEE GARY L. BUKAMIER
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION. FOR PROPOSED CUT /FILL LINE CUT 4645 EAST BRYSON STREET
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -MAY
FILL ANAHEIM. CA. 92807
2. THE SOILS REPORT TITLED " PRELIMINARY GEOTECHNICAL COMMENCEMENT OF WORK: SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO
TOURS a (714) 779 -8781
AN
INVESTIGATION, PARCELS 162, PM 4645, OLIVENHAIN AREA. CONSTRUCTION OF BERM CURB, CROSS GUTTER D PAVING. PROPOSED CONTOURS
ENCINITAS. CALIFORNIA. PREPARED BY: CONSTRUCTION A. SEWERS - CSD (760) 633 -2770 480.0
TESTING 6 ENGINEERING. INC., DATED: 12- 11 -98. SHALL BE 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND PROPOSED SPOT
ELEVATIONS OWNER GARY L. BUKAMIER
Rppp6OWE DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC -SDG &E (800) 422 -4133 FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A_SEARCH
4645 EAST BRYSON STREET
3.
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. PROPOSED GRAVEL
BAGS (SEE SHEETS 5& 6) 800 EA. ANAHEIM, CA. 92807
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - OMWD (760) 753 -6466 THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS
SHOWN ON (714) 779 -8761
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PROPOSED TYPE "D"
PCC BROW DITCH D -75 645 LF ESTIMATED Qv'AN1777ES
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - PAC -BELL (800) 489 -3441 SHOWNUHEREONYANDAANYEOTHERPWHICHTIS T HE
ORDORNOT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - (800) 422 -4133
SHOWN ON THESE PLANS. PROPOSED 2: i FILL SLOPE CUT 6700 C . Y .
PROPOSED 2: i CUT SLOPE
FILL 8700 C. Y.
+
GRADING. F. UNDERGROUND SERVICE ALERT-(800) 422 -4133 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL
BE CONFIRMED BY FIELD MEASUREMENTS PRIOR
--~
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S-OFFICE CONSTRUCTION OF NEW WORK. CONTRACTOR
WILL MAKE PROPOSED DRAINAGE SWALE (i% MIN.)
FFICE 48 EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND IMPORT 0 C.Y.*
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION
TO PERMIT (SIZING
ANYTHING- DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF
PROPOSED RIP -RAP ENERGY DISSIPATOR (D -40) SHEET 3) 3 CY
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. ACTUAL LOCATION OF EXISTING FACILITIES. PROPOSED 6" AC BERM (TYPE "Al (G -5)
1. 236 LF EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR ONLY. (CALCULATED A THEORETICAL BASIS. ACTUAL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED 7 THE CONTRACTOR SHALL
NOTIFY THE SAN DIEGO GAS & ELECTRIC QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) .
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO COMPANY PRIOR TO STARTING WORK NEAR COMPANY
FACILITIES PROPOSED 3" AC PAVEMENT OVER C" BASE 10, 522 SF
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
OR A LICENSED LAND SURVEYOR. PROPOSED 10' WIDE EARTHEN TRAIL � 6,300 SF
NOTICE: ALL ELECTRIC AND GAS SERVICES WITHIN ENVIRONMENTAL NOTES.
7. THE CONTRACTOR SHALL DESIGN- CONSTRUCT AND MAINTAIN ALL SOILS ENGINEER'S CERTIFICATE THIS PROJECT ARE "UNDERGROUND PROPOSED SPLIT RAIL
FENCE X X 623 LF
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE INSTALLATIONS ". FOR LOCATION OF 1. CABLES AND GAS PIPING AND
, i . THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 35%
PROPOSED 24' WIDE AC PAVEMENT APRO,�
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND I. RODNEY D. BALLARD. A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF APPURTENANCES.
. i EA. (EXCLUDING AND EXISTING MAN MADE SLOPES) .
FEDERAL SAFETY AND HEALTH STANDARDS, LAMS AND CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL TELEPHONE: 1 800 422 - 4133
(DIG ALERT) PROPOSED 3' WIDE MOD. PCC DOWNDRAIN (D -22) � 1 EA.
REGULATIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 2. THE MAXIMUM VERTICAL-DEPTH OF
CUT IS 8.5 AND THE MAXIMUM
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY TT VERTICAL HEIGHT OF FILL IS 11.6.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) DIRECTION BETWEEN THE DATES 1i -17 -98 AND 12=11 -98. ONE COMPLETE 8 THE CONTRACTOR
SHALL NOTIFY PACIFIC BELL TELEPHONE COMPANY EXISTING FENCE REMOVAL & RELOCATION - - ;x) -- (X) - - 450 LF
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY PRIOR TO STARTING WORK NEAR -
COMPANY FACILITIES AND -SHALL EXISTING AC PAVEMENT REMOVAL 3, 426 SF 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C - .F.) = 8700 X 27 - 5.71
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFIOE OF THE CITY COORDINATE HIS WORK WITH
COMPANY REPRESENTATIVES. OF CUT AREA OF CUT (S. F.) 41, 168
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER, ALONG WITH UPDATE LETTER DATED (N /A) FURTHERMORE, I NOTICE ALL TELEPHONE
SERVICES WITHIN THIS PROPOSED SLOPE HYDROSEED AREA (SEE SHEET 6) 22. 500 SF
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.)
7 q i3'
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT` PROJECT BOUNDARY ARE 'UNDERGROUND - FOR
THIS PROJECT HAVE INSTALLATIONS ". FOR LOCATION OF
S PROPOSED "NO PARKING -FIRE LANE" SIGN U 4 EA OF FILL AREA OF FILL (S. F.) ,
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE BEEN INCO ORATED IN THE GRADINv PLANS AND CIFICATIONS. CABLES AND APPURTENANCES CONTACT
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOIL ENGINEER, Q VOESB; PACIFIC BELL TELEPHONE COMPANY. PROPOSED TRAIL "WATER - BARS"
10 EA
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIGNED: �o ° v� TELEPHONE: 1 800 422 -4133 (DIG ALERT)
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ��Q�D. PROPOSED "BRUSH CONCRETE" TRAIL X - ING 160 SF
ADVANCE BY CALLING (619) 633 - 27 - 70. RCE NO.: 6 LO ills 0
w c No. ?,� 19 _ 9 IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO EROSION CONTROL 10. PRIOR TO HAULING DIRT
OR CONSTRUCTION MATERIALS TO ANY EXP. DATE: ' 30•d�7 °` Exp.6�mw 2 CONTACT UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. i . IN CASE EMERGENCY
WORK IS REQUIRED, CONTACT 3
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE q� 10 ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE GARY L. BUKAMIER
A (714) 779-8781
CITY E NGINEE R H
SHALLCOMPLYWITTH ALL CONDIITIONSANDRREQUIREMMENTSETHEOPER DECLARATION OF RESPONSIBLE�HARGE `�F�+ APPURTENANCES SCONTACT: INS 1-800-422-4133 AND
PARCEL 3
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. AVAILABLE AT
ALL TIMES DURING THE RAINY SEASON. ALL
OPERATION. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE ii POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE
NECESSARY MATERIALS SHALL BE STOCKPILED OW SITE AT
SHOWN ON THE - "AS- BUILT" IMPROVEMENT DRAWINGS. ALL CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSI -ONS SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF-
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. WAY OR WITHIN EASEMENTS
DEDICATED TO THE CITY OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS ENCINITAS. 3. DEVICES
SHOWN ON PLANS SHALL NOT BE MOVE OR MODIFIED 2
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. BY 12 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE WITHOUT THE APPROVAL
OF THE ENGINEERING-INSPECTOR. A CEL 2 3
THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
5837 -G HAS BEEN PERFORMED IN SUBSTANTIAL RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT RELOCATED OUTSIDE THE AREAS TO BE
PAVED.
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES EXISTING
DESIGN.
THE ATTACHED AS- GRADED PLAN" THIS STATEMENT SHALL BE 13 THE CONTRACTOR SHALL NOTIFY AND OBTAIN - APPROVAL OF THE TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER SEWER LATERALS
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE AFTER EACH RUN OFF
PRODUCING RAINFALL.
WHO CERTIFIES SUCH GRADING OPERATION. BY P CIWb DATE 7 I 2 Q�OFESSIp FIELD. 4 PARCE _ I
WAYNE ASCO �� �G A . A 14 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 5 • THE CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION CONTROL
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED Q' ' MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER
DUE TO
R . C . E . 29577 S 2 REFLECTIVE FACE OR EQUIVALENT.
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE '� Q n C' UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 3 z 15 CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE WHICH MAY
ARISE.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL w NO-. 29577 r n A PRECONSTRUCTION MEETING AN SHALL PROVIDE AT LEAST 48
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE Exp. 03/31/03 a HOURS OF NOTICE FOR SUCH A MEETING. (760- 633 -2770) 6. THE CONTRACTOR
SHALL BE RESPONSIBLE AND SHALL TAKE PRIVATE ROAD
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 16 PRIVATE ROAD IMPROVEMENTS "'SHOWN HEREON ARE FOR INFORMATION NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO r't
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND ONLY. CITY OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE AREAS -WHEN IMPOUNDED
WATERS CREATE A HAZARDOUS CONDITION KEY MAP LEGEND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT �'l CIVI\ P APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR
IN HIS OPINION, ALL EMBANKMENTS AND- EXCAVATIONS WERE ql F F CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) 7. ALL
EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING � CA1 GRADING PLAN SHALL BE INCORPORATED HEREON. ROPERTY
BOUNDARY
PLANS ANO THAT ALL EMBANKMENTS AND EXCA'vATIONS OWNERS CERTIFICATE: !7 ALL LUMI#AIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW
XIST. SEWER LATERALS ARE SUITABLE FOR THEIR INTENDED USE. NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 8. GRADED AREAS AROUND THE
PROJECT PERIMETER MUST DRAIN AWAY I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH
WORK XIST. WATER W 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE i8
MARK IS DISTURBED REE DAY. ROPOSED FIRE HYDRANT 0*4
SURFACES TO -PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND �P
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID AND STABILITY OF THE SITE. SURVEYOR. 9. ALL REMOVABLE PROTECTIVE DEVICES
SHOWN SHALL BE IN PLACE 1J
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AT THE END OF EACH WORKING DAY WHEN -THE FIVE (5) DAY RAIN
SITE AND S14ALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 9292 19 THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER PROBABILITY
FORECAST EXCEEDS FORTY PERCENT (40 %) . SILT
OF FRESHLY' GRADED AREAS UNTIL SUCH TIME AS PERMANENT LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL. KEY MAP
GARY BUKAMIER DA E AND W", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 4645 AST BRYSON STREET CURB NOT T"CALE
.
INSTALLED. 10. SHOULD GERMINATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE
ANAHEIM, CA 92807 20 THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A EFFECTIVE COVERAGE OF GRADED SLOPES
(90% COVERAGE) PRIOR
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND (714) 779 -8781 MANNER AND LOCATION APPROVED BY THE INSPECTOR. TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35 - 023
r 2! ALL WORK SHALL BE DOLE IN ACCORDANCE WITH THE STANDARD OF THE EROSION- AND SEDIMENT CONTROL HANDBOOK OF THE STATE
EXISTING � 20' PRIVATE EXISTING AC
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE � SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION). e
GROUND ROAD EASEMENT PVMT NSTALL NO PARKING"
T DRIVEWAY,
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE c THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO HE STANDARD OF CALIFORNIA
DEPARTMENT OF CONSERVATION. 10' 0' TO BE REMOVED
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL cn Q SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE '
NOTE 8
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM " SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO
8' ' I
�O pARICING FlRELANE
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO ~ REGIONAL STANDARD DRAWINGS (LATEST EDITION) . O PROPOSED
2: i 1 SIGNS (SEE FIRE NOTE
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF �
/ CUT SLOPE AT LEFT)
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO E 2-
PLACE. SPREAD. WATER AND COMPACT THE FILL I-N STRICT
ACCORDANCE WITH SPECIFICATIONS. ti1�`< INSTALL 6" AC BERM INSTALL 16' WIDE= 3"
"NO PARKING FIRE LANE" SIGNS SHALL BE POSTED ON ALL FIRE ACCESS (TYPE A) STD. DWG G -5 AC PVMT W/ 6"
BASE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH �'� ROADS LESS THAN 40 FEET IN WIDTH. ACCESS ROADS LESS THAN
32 FEET
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PRIVATE ROAD CERTIFICATION IN WIDTH SHALL BE POSTED ON BOTH SIDES AND ACCESS ROADS
MORE
SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS LONE CANYON THAN 32 FEET BUT LESS THAN 40 FEET IN WIDTH SHALL BE POSTED
ON TYPICAL SECTION A A
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE HILL ESTATES DE ORO I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DOVE COURT THIS PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE FINAL ON ONE S.
ON 1�(, 'SIGNS SNAL.L. R SPACED A MA OF tSo FEET ENTRY DRl
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER NOTICE OF APPROVAL FOR TPM 97 -215, AND THE STANDARDS FOR ON TE WHEN
SIGNS ARE REQUIRES OZ`I A SLOES THEY SH ALL 6E
HOLLOW ROAD STACiC�GEGEREO 50 TNATT4•IERE t5 ONE (1) SI GN A M AX IMUM ?SFEEt ON NOT TO SCALE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE PRIVATE STREETS. AL TS NATINGic' SIDES OF THE ACCEn 2
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED q9r N ROADS). SIGNS SHALL BE PLA►INL.Y
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN VISIBLE FROM ANY LOCATION ON FE
ACCORDANCE WITH THE GRADING ORDINANCE. 9 � �' OAKS ' q
= f �t.� EY BY:� DATE:
• 7 N199 QN acct -ss RoA� (s ). $161J3 SHALL
16. ALL TREES, BRUSH, GRASS. AND OTHER OBJECTIONABLE MATERIAL y q WAYNE A. ASCO, RCE Q p pFESST E PER EWCIN17AS
RE2% MIN. 8 B NSLL
VOLL ITA NO PARKING"
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF Oq0 �Q�0�� A. pqs F2 � STC�S. - -� PROPOSED ATGLEFTSEE
FIRE NOTE
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 8
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ' ~ � : p Z INSTALL TYPE "D" 2% EXISTING
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF �� �, Lo NO 29577 m i� PCC BROW DITCH INSTALL 6"
AC BERM GROUND
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND �, w rn STD DWG D -75 1
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. cc Exp. 03/31/03 2 i PROPOSED 2:
PROPOSED 2: i
VICINITY MAP TYPICAL SECTION C-C CUT SLOPE I CUT SLOPE
LANDSCAPING NOT To SCALE
q Q FILL BERM 1 L PAD 480.0
or vi\_ I (TYPE A) STD. DWG G -5 2 I�
NOT TO SCALE INSTALL 16' WIDE, 3"
I. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE AC PVMT W/ 6" BASE
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CARDIFF SANITATION DISTRICT ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL
WA DI ST.
CONFORM TO THE
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