1990-399 G (Plans) GENERAL NOTES: LEGEND:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD STD. DWG. # -
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CUT SLOPE (2:1 MAX.) ........................
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO _
AREA REGIONAL STANDARD DRAWINGS. ANY CHAf4GES OR REVISIONS THEREFROM FILL SLOPE (2:1 MAX.) .......................
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION. DRAINAGE SWALE (1% MIN.) EARTH ..............
2. THE SOILS REPORT TITLED PROPOSED RESIDENTIAL BUILDING SITE PREPARED EXISTING CONTOUR ............................
BY SOUTHERN CALIFORNIA SOIL TESTING, INC. DATED MARCH 2, 1988 SHALL
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DAYLIGHT LINE ..............................
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS ` Ili -u�
CONTAINED IN SAID REPORT. PAD ELEVATION ............................... Ps 3(e(s
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, RIP RAP ENERGY DISSIPATOR .(D- 40)............
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN
STREET RIGHT OF WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE CURB INLET ................ (TYPE- B).......... �6
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CAL I FORN I A KENT I A SUBDIVISION BOUNDARY ........................
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
PROPERTY LINE ...............................
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR WING -TYPE HEAD WALL ....... (D- 34) ............
DESTROYED SHALL BE REPLACED OR REPAIRED TO EXISTING CONDTION PRIOR
TO GRADING. �a
SAN17bAGr . . . . .... ... .. . . . . . . . . ... ...
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
AND REGULATIONS. LANDSCAPE •
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
. ALL STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 1 APPROVED PLLANS CIT L L N Vl
2 D N M F� N TA L N O T E 5 '
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
RECOGNIZED HOLIDAYS. STANDARDS.
I. STE,✓�EST EX 157"1 hl(� 5L-oPE = 24% 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS 2, FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES
2. MAXIMUM VEIZ.1 - ICAL PC PTH OF ,4) GVT = 17 FEET
CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. GRADED BETWEEN OCTOBER 1 AND APRIL 15.
THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 (3) FILL = 18 F eer
HOURS IN ADVANCE. LEGAL DESCRIPTION
3_ ,avE2.aGE tjEPT"H of GUT' A) GUT = VOLUME-
THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST A SEA
E R O S 10 N C O N T R O L : QUARTER OF SECTION 9, TOWNSHIP 13 SOUTH, RANGE 3 WEST SAN BERNARDINO
NOTIFICATIONS BASE AND MERIDAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA
1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT MAK -IANNE M� DONALD 3� 1: ILL= VOLUME
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND AT (2131- 553 - 0310 A 2 EA
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF S I T E A D D R E S S
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER; THE ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE 3515
FORTUNA RANCH RD.
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ENCINITAS,
CA. 92024
ANY EXISTING UTILITIES OR STRUCTURE LOCATED AT THE WORK SITE. IT IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING OWNERS OF
SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
V
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF APPROVAL OF THE ENGINEERING INSPECTOR. ASSESSORS PARCEL NUMBER AC 4
-IOI- OI
COMMENCEMENT OF WORK:
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
A. SEWER - CARDIFF SANITATION DISTRICT 944 -5070 ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
B. GAS b ELECTRIC - SAN DIEGO GAS 8 ELECTRIC 436 -2401 PRODUCING RAINFALL. O W N E R P E R MITT EE:
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MARIANNE Mo DONALD. TRUSTEE
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -5466 MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING FOR CONRAD
N. LUST 72 TRUST CV
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
D. TELEPHONE - PACIFIC BELL 422 -4133 C/O CAPELL. COYNE & CO. ON1
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY LOS ANGELES. CA. 90067
E. CABLE TV - TM CABLEVISION 435 -2693 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED (2131 553 - 0310
U
WATERS CREATE A HAZARDOUS CONDITION. Z
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (519) 944 -5070 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON. S 0 I L_' S ENGINEER'S CERTIFICATE:
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (619) 944 -5070. ALL WORK PERFORMED WITHOUT BENEFIT OF 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
I A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA O
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. O WNERS CERTIFICATE PRINCIPALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDITIONS PREVALENT WITH C' W
IT IS AGREE THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN
THE DATES OF W `'
OF EACH WORKING DAY WHEN THE FIVE C53 DAY RAIN PROBABILITY FORECAST A PtzIL 20 1gf�Q A A P i
O
THESE PLANS, IT IS FURTHER AGREED THAT THE OWNER C HANGES, i A ND e uby. WI TH MY RECOMMENDATIONS.
HAS BEEN
ONE COMPLETE COPY OF THE SOILS
EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED H
SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, REPORT COMPILED FROM THIS STUDY. WI TH
AFTER EACH RAINFALL. D Q
ALTERNATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE.
I HAVE
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE OF PUBLIC WORKS, DETERMINES ARE NECESSARY AND DESIRABLE
FOR REVIEWED THESE GRADING PLANS ND CERTIFY THAT THE RECOMMENDATIONS
COVERAGE OF GRADED SLOPES [90Y. COVERAGE) PRIOR TO NOVEMBER 15, THE THE PROPER COMPLETION OF THE IMPROVEMENTS.
INCLUDED II)I�fHE SOILS �9RTJOR P JECT HAVE BEEN INCORPORATED IN THE Z
GRADING . SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN GRADING PLANS AND IFI£1�FION.
Q
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN O
ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL ON THESE PLANS WITHIN EXISTING RIGHT -OF -WAY WITHIN 60 DAYS
1. ALL GRADING SHALL BE ORVE17 AND TESTED BY A QUALIFIED SOILS HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
O
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH
SIGNED CV
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED,
Cn
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED IRRESPECTIVE AND IDEPENDENT OF ANY OTHER WORK ASSOCIATED
R.C.E. NO. 2 252 7 W H
DETERMINE
STATE AND WITH THIS PROJECT OR UNDER MY CONTROL. EXP. DATE 12 / 31/ q 3 1 " 4
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OWNER: m 010-1 Q co
c
OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN DECLARATION OF RESPONSIBLE CHARGE FOR CONRAD N. LUST 72 TRUST
I"I
ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS ADDRESS:C /O CAPELL, COYNE & CO. (,
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. I HEREBY DECLARE THATIAMTHE ENGINEER OF WORK FOR THIS PROJECT, 2121 AVE. OF
THE STARS #1240 Q
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF LOS ANGELES, CA. 90067
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO THIS PROJECT AS DEFINED IN SECTION 67043 OF THE BUSINESS AND 0213)
553 0310 � Lo
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PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTY OR TO CURRENT STANDARDS.
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SITE
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PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A 54
DRAINAGE AND EROSION CONTROL REVI ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK. OF - I t- EARTHWORK QUANTITIES
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3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL N 0 /J EARTHWORK QUANTITIES
ARE ESTIMATES ONLY AND SHALL USED FOR 1:
yy�� ��� I BONDING PURPOSES ONLY. CONTRACTOR TO VERIFY QUANTITITI USED
FOR a! Z 1j�
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE BIDDING PURPOSES.
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR 4 w� _ W Z) 4
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL MARWAN A. YOUNI R.C.E. NO. 43217 EXP. DATE: 3/31/92 i t
- = I,-
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. HUM f ASSOCIATES, SAN VIEGO,INC. CUT SLOPE 2:1 MAX.
TOTAL FILL =13, 50 C. Y. <C 1
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN 10179 HUENNEKENGST. , SAN DIEGO \ CA 9ZIZ( ((01°9)5584500 FILL
SLOPE - 2:1 MAX. TOTAL CUT = 14,095 C.Y. Cn CJ1,
COMPACTION TO M WATER AND COMPACTTETHEEFILL CONTRACTOR'S HYD2oLoG,Y STUflY PREYA pY �° VICINITY MAP
Z N�'
STRICT ACCORDANCE WITH SPECIFICATIONS. �� p � Npc�gZ� > KQoP -T = 44SC.Y.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO MA It WAN A. YOUPJ K.G.E . No. 4321? Ex F bATE, 3131/q 7-
W
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY Q
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED REVIEWED BY COMMl1NITY DEVEL()PM�N T z
SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. X(o !
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE c
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE /p /6/� W
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH NEAT ` (( W W
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF SIGNATURE DATE
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER A z W
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. \ CD C)
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARL( SCALE SPECIAL DISTRICT - p.�SL , APPROVALS CITY O ENCINITAS
PUBLIC WORKS DEPARTMENT DRAWING N0. W Q
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WORKS DEPARTMENT DRAWING NO. 1
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CGY�NTY �EAX� MARK D.c.c27Z3- — APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
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