1993-3696 G (Plans) WORK TO BE DONE WORK TO BE DO
A. GENERAL C. NOTIFICATIONS
arc WITH
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
�+�� ���' TO IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
- ^ THESE PLANS THE CURRENT AN
CONSTRUCTION E S DI COUNTY REGIONAL STANDARD DRAWINGS
DESIGN CON S UCTION STANDARDS OF THE CITY OF ENCINITAS AND EGO COU I
.AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO '
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER EXISTING UTILITIES EXCEPT AS SHOWN E' THESE PLANS, HOWEVER: CONSTRU
CTION, AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION
PRIOR TO ANY REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE: DUE PRECAUTIONARY MEASURES ALL STREETS.
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT _ ^..r _7TInN OP_
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES r
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF F. EROSION
CONTROL STD
WITHIN STREET RIGHT. -OF -WAYS. SEPARATE APPROVALS AND PERMITS UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
PLANS. SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT IMPROVEMENTS DWG
N SYM B 0 L
A. SEWERS - CARDIFF SANITATION DISTRICT - 1 -800- 422 -4133 AL MAYO (714) 261 -1400
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING. B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE AT CONVENIENT EXISTING CONTOUR .................. ........................ .... ....... ................
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. (619)753 -6466 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED DEVICES WHEN RAIN IS EMINENT.
TO CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE - 1 -800- 422 -4133
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT FINISHED CONTOUR lv
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH APPROVAL OF THE ENGINEERING INSPECTOR.
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED E. CABLE TV - TM CABLEVISION - (619)436 -2693
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO PROPOSED FINISH GRADE 1�O
SURVEYOR. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
AFTER
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE EACH RUN -OFF PRODUCING RAINFALL. I'
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL (619)633 -2770. PROPERTY LINE
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR MEASURES AS MAY
BE REQUIRED BY THE CITY ENGINEER DUE TO
HEALTH STANDARDS, LAWS AND REGULATIONS. INSPECTION. PHONE (619)633 -2770. ALL WORK PERFORMED WITHOUT UNCOMPLETED GRADING OPERATION
OR UNFORESEEN CIRCUMSTANCES u
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND WHICH MAY ARISE.'
7. GRADING AND EQUIPMENT OPERATING WITH ONE -HALF (1/2) MILE OF REMOVAL.
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
d
BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, D. GRADING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
WHEN
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - GRADING SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND 7. ALL
EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE
TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND GRADING PLAN SHALL BE INCORPORATED HEREON.
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS
GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY 8. GRADED AREAS
AROUND THE PROJECT PERIMETER MUST DRAIN AWAY j
FILL MATERIAL. UPON COMPLETION OF GRADING H
G E
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (619) 633 -2770 SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR
UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
9. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROBABILITY
FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND j
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OTHER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE
PROVIDED STATING: 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO PROVIDE IT IS AC:or_ ` i~
"THE GRADING UNDER PERMIT No. 369647 HAS BEEN PERFORMED PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE EFFECTIVE
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO PLAN`S
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING NOVEMBER 15, THE
SLOPES SHALL BE STABILIZED WITH PUNCHED
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE IT IS
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF REGIST` r
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL CALIFORNIA
DEPARTMENT OF CONSERVATION. A DDIT OWNERS CZR )VleATE
MEASURES HAVE BEEN INSTALLED. nLTE"
10. SLOPE RATIOS MG .Z 1,4 REBV C,�5RTiFy Tfir,Yr,4 9E&15r& ED 60145 FN61Av6LiI2 Gee 6 ,6&4n ,s
CUT -- 2:1 FOR ALL SLOPES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND &45 BEEAI
ORWIGL BE RETA/VED TO SUPERVISE' OVER A44 6Aeh011V6
FILL -- 2:1 FOR ALL SLOPES FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD /9CrlvlrY AVb ADVISE ON
THE C0XPijCr 10/V 4AID STABIL /ry OF rh"E'
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE DECLARATION OF RESPONSIBLE CHARGE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. AFTER
THE
THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL THAT I HAVE
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PURSUE S�JCH W( ?vL • �jr,l . �� N UkMAi k
FROM A SOILS ENGINEER. SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS COMPLETE(-, IRRESPE_+ T IVE AND INDEPENDENT
EXCAVATION: 1,050+ /- CY* FILL:_Z95 CY* COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CODE, AND THAT THE DESIGN
IS CONSISTENT WITH CURRENT STANDARDS. ASSOCIATE!- WITH THIS PROJECT OR UNDF'
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
WASTE:__N�A +/- CY* A SEPARATE PERMIT MUST BE OBTAINED FOR BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND
DOES �
IMPORT _�00 _ +/- CY* WASTE OR IMPORT AREAS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED NOT RELIEVE ME
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. PROJECT DESIGN OWNE
R: culD
DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
r�i�l '
PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING OF THE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND SAN DIEGUITO ENGINEERING,
INC. AL A 0
DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES 4407 MANCHESTER
AVENUE SUITE 105 IVAN R. FOX RCE 38144 ADDRESS 1722 KETTERING
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND ENCINITAS,
CALIFORNIA 92024 IRVINE, CA 92714
ENGINEERING TO DO SO. DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED PHONE: (619)753 -5525
IN ACCORDANCE WITH THE GRADING ORDINANCE.
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES DATE PHONE: (714) 261 -1400 I
ONLY. (CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL
MAY VARY DU OfESS/
T S HRINKAG E R W FAC
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE R O
E O S GE O S WELL C 0 S.) O Q N
SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE ��I � R. FQ fe le� PN GN
B. ENVIRONMENTAL BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM CIO
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL Z
La C 1 F0 P O
1. STEEPEST EXISTING SLOPE = 2Z % IN GRADED AREA BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO
c�c R
r THE DISPOSAL OF ANY SUCH MATERIAL. * EX 3 97 * �q I £iVc /N / T , qS
2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 6 FT., (B) FILL = 3 FT-- 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO
ANY
O
3. AVERAGE DEPTHS: (A) CUT = Z FT., (B) FILL = Z FT. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER
T FOF CAI - IE� OL v�
2
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE LEGAL q OPT
WITH REGARDS TO THE HAULING OPERATION.
PARCEL 4 OF PM /2 66
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
.qS - BUILT C -2S -�t Frq�oP al��r DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED GRADING
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NORTE & RANCHO SANTA FE ROAD /PAN R Pool R.C.E. N0. : 38144 DATE: 1l �� p 3 DATE: I ' 9
HORSE ARENA 36966
RECORD FROM: C.S.D. VERTICAL CNTRL VERTICAL N/A �' '"� I �� 1 �3 ENGINEER PARC j`'L 3 PM /2 66 Co
ELEV 119.476 DATUM: USC & GS BY DATE EXP. 3/ 9 R-E-E - R.C.E. WORK PROJECT N0. SHEET 1 OF
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SAN D IEGUITO ENGINEERING, INC. EV. 3 * O
4407 MANCHESTER, SUITE 105 0
ENCINITAS, CA. 92024 ���, ���Vr u
PHONE: 753 -5525 � Of CA1.� W W Li
CIVIL ENGINEERING • ,PLANNING
LAND SURVEYORS Z
O
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED B DRAWN 13Y I CHECKED BY
-T: A
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. Q 0
!3U /L T r -2Syy va�r ��t ✓� DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPARED NDER SUPERVISION OF RECOMMENDED
APPR GRAD /NG PLANS AOR:
OC 0073 -CHIS. SQ IN TOP OF HEADWALL
LOCATION: S.W. CORNER EL CAMINO DEL HORIZONTAL / " '` ` DATE : 4 -2 -53 BY: � . ,�.� v- •� g : 1 -
NORTE &RANCHO SANTA FE ROAD
Y HORS[ ARENA 36961
RECORD FROM: C.S.D VERTICAL CONTROL /yAN R FOX R.C.E. NO.: 3$/¢¢ - PARCEL 3 PM 2666
ELEV: 119.476 DATUM: U.S.C. & G.S.
VERTICAL N A ENGINEER DATE: ' • DATE:
EXP. 3 � 7 WORK PROJECT NO. SHEET Z OF Z
cn;7 �,'+