1997-5177 G (Plans) GRADING NOTES NOTIFICATIONS a
LEGEND LEGAL DESCRIPTION PARCELS 1.2. & 3 OF PARCEL MAP 17929.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 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
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 S.D.R.S.D.
A.P.N.: 264- 143 -54 rz)
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: ITEM NO. SYMBOL
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY tt11
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES PROJECT BOUNDARY SITEADDRESS 13TH STREET @ C STREET,
ENCINITAS, CA `N
2. THE SOILS REPORT TITLED "UPDATE PRELIMINARY SOIL 6 LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EXISTING PROPERTY LINES
MIKE GALEY
GEOTECHNICAL INVESTIGATION, 2.42 ACRE PARCEL. APN 264 -14 -34 RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO
7720 EL CAMINO REAL
13TH STREET. OLIVENHAIN DATED: 10 -7 -97 (REVISED PREPARED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR OWNEfi/PERMITTEE
SUITE 2M
BY: VINJE & MIDDLETON ENGINEERING, INC., SHALL B STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND EXISTING CONTOURS
`�`
CONSIDERED PART OF THIS GRADING PLAN. ALL GRADING SHALL BE CARLSBAD, CA 92009
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
(760) 632 -8032
CONTAINED IN SAID REPORT. WORK: PROPOSED CUT /FILL LINE ��
A. SEWERS - CSD 633 -2770 PROPOSED CONTOURS
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 188.0
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 PROPOSED SPOT ELEVATIONS
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED I C. WATER - SDWD 633 -2848. PROPOSED GRAVEL BAGS C xDc-cc
CONJUNCTION WITH IMPROVEMENT PLANS. MAIATED QUANTITI
D. TELEPHONE - (800) 422 -4133 PROPOSED PCC BROW DITCH D -75 � �
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SI CUT: 7500 C.Y.
GRADING. E. CABLE TV - (800) 422 -4133 PROPOSED 2:1 MAX. FILL SLOPE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 PROPOSED 2:1 MAX. CUT
SLOPE FILL: 7500 C.Y.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. IMPORT: 0
C.Y.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. PROPOSED PCC DRIVEWAY G -14
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR PROPOSED DRAINAGE SWALE EARTHWORK QUANTITIES ARE ESTIMATED
FOR PERMIT PURPOSES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO PROPOSED 6" PVC STORM DRAIN
PIPE - QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS)
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL.
OR A LICENSED LAND SURVEYOR. PROPOSED 12 "X12" GRATED YARD DRAIN BOX ❑
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PROPOSED SEWER LINE /LATERALS ENVIRONMENTAL NOTES:
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEER'S CERTIFICATE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND PROPOSED 2' WIDE PCC DOWNDRAIN -i 1. THE STEEPEST EXISTING
SLOPE IN THE GRADED AREA IS 29 %.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I. RALPH M. VIN J°E ,A REGISTERED CIVIL ENGINEER IN THE STATE OF (EXCLUDING
AND EXISTING MAN MADE SLOPES).
REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL , 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS
14 FEET AND THE MAXIMUM
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY 70
VERTICAL HEIGHT OF FILL 12 FEET.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES c-)- AND 10 - - 97. ONE COMPLETE 40' 30'
CONDUCTED BETWEEN 'HE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 3. A.)
AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 4.8'
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 3 15' 3
OF CUT AREA OF CUT (S.F.)
ENGINEER, ALONG WITH UPDATE LETTER DATED: 10 -7 -97. FURTHERMORE, I ¢ 10' 12' 12' Q 8' 8'
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE N 8' 2 . B.)
AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 4.6'
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE r EXIST 6" AC
2. OF FILL AREA OF FILL (S.F.)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORP�4Tj� IN THE GRADING PLANS AND S FICATIONS. .
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING .a �'c DIKE, STD DWG
SHALL BE SCHEDULED WITH THE CITY AT LEAST 4B HOURS IN SIGNED G -5 ' PROPOSED 6" PCC CURB
G E N0. 8�3
ADVANCE BY CALLING (760) 633 - 2770. `
2% 2% 5 ,
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO A Y - W
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: 12 -31 -00 f� -1231M �� ;; 2% ------ DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM HE �. 'A
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER;' t,,. �'�
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CFO
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING DECLARATION O�F RESPONSIBLE CHARGE O e -�
OPERATION.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. EXIST. 6" AC PROPOSED 6" ROLLED CURB 6
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE GUTTER, STD DWG
G -4, PER 1
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS DIKE, STD DWG DWG #3035
-I PROPOSED PCC PAVEMENT
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. G -5 ' EXISTING
6" D.G PEDESTRIAN _
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 6 EQUESTRIAN TRAIL 6 BASE MATERIAL
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
C ONFORMANCE WITH THEF APPROVED GRADING OR AS SHOWN ON BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT EXISTING KEYSTONE
TYPICAL SECTION
HE A HAS ACHED AS GRADED PLAN ". THIS STATEMENT SHALL BE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT RETAINING
WALL
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER DESIGN. EXISTING 4 AC PVMT PRIVATE ACCESS DRIVEWAY
WHO CERTIFIES SUCH GRADING OPERATION. c OVER 6" CLASS II BASE EXISTING GROUND nG \ NO SCALE
° J , ,s, . ,,e �� / �� > T .I.= 4.5
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY. WAYNE P SCO DATE TYPIC SECTION- SECTI -A P AD: 188.0
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE R.C.E. 29577
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 13 TH STREET (OFF -SITE)
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL NO SCALE
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWNERS CERTIFICATE.
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS AND STABILITY OF THE SITE.
ARE SUITABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO HE POSITTIVE DRAINAGE AND PREVENT PONDING ��
OF N�P y STg
E S LL CONTROL SURFACE WATER AND AVOID 4 q
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE MIKE GALEY Off' '9y
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 7720 EL CAMINO REAL pP �
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SUITE 2M P T O W
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN CARLSBAD, CA 92009 F S r-
INSTALLED. 90 9y� KEY MAP PARCEL i
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EROSON 9� 9 G E N D PA RCEL 2/ ci
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 13TH STREET co
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 1. IN CASE ((760 MI CASE MERGENCORK IS REQUIRED, CONTACT "
/ PARCEL
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE S I TE EXTERIOR BOUNDARY 9
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL q PARCEL A
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM �V+
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PARCEL LINE
N E y 0
A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
AM
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT LONE JACK gpA
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO p S Sq jNp pE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF P R 0 P. SEWER
2� RgN�
ACCORDANCE WITH SPECIFICATIONS. TEMPORARY DEVICES WHEN RAIN IS IMMINENT. q I
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED PROP. MANHOLE
GLADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 9
EL CAMINO PROP. WATER o
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 9
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES DEL NORTE
W
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AFTER EACH RUN OFF PRODUCING RAINFALL. EXIST . SEWER - (s --
GRAPHIC SCALE i' -200'
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL KEY M
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 0
200 400 600
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES EXIST. WATER SCALE:
1" =200'
ACCORDANCE WITH THE GRADING ORDINANCE. WHICH MAY ARISE. I
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND GRADING PLAN SHALL BE INCORPORATED HEREON.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY (�dFES& a^
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK �� A p'fl( VICINITY M ��
LANDSCAPING �` d - �'� '9s c Z . cn
�'
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE O �, NTS LD N o=
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE co O m O Z m
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 'L 1Von 2957 w is
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL LT °C inx
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) SI
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. Exp. 3/31/99 , ENCINITAS FIRE
DEPARTMENT O MUNICIPAL RTATM DIST. AS BUl LT
0 cu
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. a m �a
REVIEWED 10 BY: REVIEWED BY: �a,p,,d a a �cn8
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE civit . ,� f
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 4 �� J
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR._
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH WA YNL PAS CD PATE
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE s RCL 29577 EXP 3 - 3 1 -03
OF CALIFORNIA DEPARTMENT OF CONSERVATION. DATE: V, ID F R W YEARS re46g685'3 DO
REVISIONS APPROVED DATE REFERENCES DATE $L' IDIiARK SCALE CO DEVELOPMENT DES BY DRAWN B cH EWAP BY APPR pV�e�,S CITY
OF ENCINITAS ENGINIMMING DEPARTMENT DRAWING NO.
,� f S AS 6U1-LT 9 OC -0073; CHSLD SO. TOP OF HDWL REVIEWED BY : PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP
VED GRADING PLAN FOR:
W /STEEL FNC. POST -SW COR. INT. OF
I ►y /A EL CAMINO DEL NORTE 6 RCHO SANTA 'SL9�y BY: e. BY: "4
FE RD., 23' W. OF RCHO SANTA FE /V -may DATE: t- - OL IVENHAIN COLONY SITE GRADING 5177-G
6 60' S. OF EL CAMINO DEL / - R.C.E. NO. 29577
NORTE C /L. VERTICAL N /A x '12' �� W YNE PASCO DATE: -f2 -g� DATE: 2 �1�'R� PARCELS 1,2 & 3,
PARCEL MAP 17929
ELEV. 119.476 DATUM: USC&GS DATE: EXP. 3 -31 -99 WORK PROJECT NO. TPM 94 -142 SHEET 1 OF
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CIVIL
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE CONEMLTNrrY DEVELOPMENT DES BY DR BY CHECKED BY SEB SEB
I WAP APPROVALS C= OF ENCINITAS ENGINEERING DEPARTMENT DRAWIl�TG NO.
AS 8U T OC-0073, CHSLD SO. TOP OF HDWL GRAD W/STEEL FNC. POST -SW COR. INT. OF PLANS
PREPARED UNDER THE SUPERVISION OF RECOMMENDED A PP =E PLAN FOR:
EL CAMINO DEL NORTE & RCHO SANTA HORIZONAL 1" = 40' D A T E: BY: h4n, BY:
FE RD., 23' W. OF RCHO SANTA FE a OLIVENHAIN COLONY SITE GRADING 5177—G
& 60' S. OF EL CAMINO DEL R.C.E. NO. 29577 - t
VERTICAL N/A
NORTE C/L. WAfN PASCO DATE: I- I -qw DATE: PARCELS 1,2 & 3, PARCEL MAP 17929
' E
ELEV. 119.476 DATUM: USC&GS
EXP. 3-31-99 , WORK PROJECT NO. TPM 94-142 SHEET 2 OF 2
PE 751