1988-8376 G (Plans) WORK TO BE DONE
r7 A. GENERAL
D. LANDSCAPING �f 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S 1. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH
OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK THESE PLANS, THE STANDARD SPECIFICATIONS FOR
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN /S ON THIS PROJECT. PHONE: (619) 944 -5070 PUBLIC WORKS
CONSTRUCTION, THE DESIGN
ACCORDANCE WITH PLANS APPROVED BY THE CITY CONSTRUCTION STANDARDS OF THE CITY OF
ENGINEER. PLANS SHALL CONFORM TO THE CITY OF 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON ENCINITAS
AND THE SAN DIEGO AREA REGIONAL
ENCINITAS GRADING ORDINANCE AND ALL ADOPTED _ 6 CALLS FOR INSPECTION. PHONE: (619) 944 -5070. STANDARD
DRAWINGS. ANY CHANGES OR REVISIONS
LANDSCAPE AND IRRIGATION STANDARDS. G
r�� QErp /'� /i✓G ALL WORK PERFORMED WITHOUT BENEFIT OF THEREFROM SHALL BE APPROVED BY THE CITY
INSPECTION WILL BE SUBJECT TO REJECTION AND ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. FINISH GRADING AND PLANTING SHALL BE , REMOVAL.
ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 '' O r` '�� 2. THE SOILS REPORT TITLED "DOVE HOLLOW,"
NO.
OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES l `6 1318 PREPARED BY SAN CARLOS ENGINEERING DATED
GRADED BETWEEN OCTOBER 1 AND APRIL 15. C. GRADING
/2 r Xe �,, �` _ .r ? DEC. 14, 1988 SHALL BE CONSIDERED AS A PART
OF THIS GRADING PLAN. ALL GRADING SHALL BE
E. EROSION CONTROL BE'Ss? ' ! `�� o+ 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS
� • '� A QUALIFIED SOILS ENGINEER OR UNDER HIS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT . 1t' DIRECTION. HE SHALL INSPECT AND TEST THE
MIKE CONWAY AT (619) 436 -2740. �� � A: h V EXCAVATION PLACEMENT AND COMPACTION OF FILLS 3. APPROVAL
OF THIS PLAN DOES NOT CONSTITUTE
E / AND BACKFILLS AND COMPACTION OF TRENCHES. HE APPROVAL OF SIZES, LOCATION AND TYPE OF
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK �'�.- • .OL.!/.GFS / ®P4�•O.Pt'/vOf�jj P ^ ! �� SHALL SUBMIT SOILS
REPORTS AS REQUIRED AND DRAINAGE FACILITIES, NOR OF IMPROVEMENTS
I I tO,.s�.pCT�s`.P.rDVIf
SHALL BE MADE AVAILABLE AT ALL TIMES DURING SLOTTED 6.P•4TEfFiP.0i ?e I I WILL DETERMINE THE SUITABILITY OF ANY
FILL WITHIN STREET RIGHT - OF -WAYS. SEPARATE
THE RAINY SEASON. ALL NECESSARY MATERIALS
O.� •OPE.•PO!/f0 EQ!/4L w I /X EiY6 .�YEE.�f./�Y'�R�YGeA►�,I17�9yf- MATERIAL. UPON COMPLETION OF GRADING APPROVALS
AND PERMITS FOR THESE SHALL BE
Sf vsfs� FOE OPERATIONS HE SHALL STATE THAT INSPECTIONS REQUIRED IN CONJUNCTION WITH IMPROVEMENT
SHALL BE STOCKPILED ON SITE AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF sue !/� AND TESTS WERE MADE BY HIM OR UNDER HIS PLANS.
DEVICES WHEN RAIN IS EMINENT.
SUPERVISION AND THAT IN HIS OPINION, ALL
TEMPORARY /� EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR
ANY
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR
IN ACCORDANCE WITH THE APPROVED GRADING PLANS OFF - SITE GRADING.
MODIFIED WITHOUT THE APPROVAL OF THE
G y E AND
REINTENDEDE VATIONS ARE
ENGINEERING INSPECTOR. USE 5. CONTRACTOR SHALL TAKE ANY NECESSARY
PRECAUTIONS REQUIRED TO PROTECT ADJACENT
4. THE CONTRACTOR SHALL RESTORE ALL EROSION � 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL PROPERTIES
DURING GRADING OPERATIONS.
CONTROL DEVICES TO WORKING ORDER TO THE
EXCAVATED SURFACES TO PROVIDE POSITIVE ANYTHING DAMAGED OR DESTROYED SHALL BE SATISFACTION OF THE CITY
ENGINEER AFTER EACH �� �� DRAINAGE AND PREVENT PONDING OF WATER. HE REPLACED OR REPAIRED TO CONDITION EXISTING
RUN -OFF PRODU RAINFALL. �rvs/ SHALL CONTROL SURFACE WATER AND AVOID DAMAGE PRIOR TO GRADING.
TO ADJOINING PROPERTIES OR TO FINISHED WORK
/ X / Z e!/rOO.f�S BO+' O.P EQU/ LE/✓T
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL ON THE SITE AND SHALL TAKE REMEDIAL MEASURES 6. THE DEVELOPER
SHALL BE RESPONSIBLE THAT ANY
�iP ///.GTE /�VLETf' TO PREVENT EROSION OF FRESHLY GRADED AREAS MONUMENT OR BENCH MARK WHICH IS DISTURBED
OR
EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO UNCOMPLETED UNTIL SUCH TIME AS PERMANENT DRAINAGE AND DESTROYED SHALL BE RE ESTABLISHED
AND GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES EROSION CONTROL MEASURES HAVE BEEN INSTALLED. REPLACED BY A REGISTERED
CIVIL ENGINEER OR A
WHICH MAY ARISE. LICENSED LAND SURVEYOR.
'a
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO
OL10/v ep BE FILLED AND FILL SHALL BE PLACED IN 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL E.t�7yE.>v E.OP7f/EY ACCORDANCE WITH STANDARD SPECIFICATIONS.
ALL MAINTAIN ALL SAFETY DEVICES, INCLUDING
TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC GrEC3/! p /lCC�
TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS p0� VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHORING, AND SHALL
BE RESPONSIBLE FOR
J � s /TE SHALL BE REMOVED BY THE CONTRACTOR FROM THE CONFORMING TO ALL LOCAL, STATE AND FEDERAL
CREATE A HAZARDOUS CONDITION. ` I p G•Q,OOE SURFACE UPON WHICH THE FILL IS TO BE PLACED. SAFETY AND
HEALTH STANDARDS, LAWS AND
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE /l'� �// JI� LOOSE FILL AND ALLUVIAL SOILS SHALL BE REGULATIONS.
APPROVED GRADING PLAN SHALL BE INCORPORATED { �a�I {It REMOVED TO SUITABLE FIRM NATURAL GROUND. THE 8, GRADING
AND EQUIPMENT OPERATING WITHIN ONE -
HEREON. RSj��11 EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
J OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
PERCENT. IT SHALL BE THE CONTRACTOR'S OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
8. GRADED AREAS AROUND THE PROJECT PERIMETER ` RESPONSIBILITY TO PLACE, SPREAD, WATER AND
�G T��� COMPACT THE FILL IN STRICT ACCORDANCE WITH SATURDAYS, SUNDAYS AND CITY RECOGNIZED
M IN AWAY FROM THE FACE OF SLOPE AT THE HOLIDAYS.
CONCLUSION OF EACH WORK DAY. SPECIFICATIONS.
E.�rPT.f/E�YBE�i1f VICINITY MAP
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL
BE IN PLACE AT THE END OF EACH WORKING DAY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED B. NOTIFICATIONS
WHEN THE FIVE (5) DAY RAIN PROBABILITY v p rC' TO FINISH GRADE TO PRODUCE SMOOTH SURFACES
FORECAST EXCEEDS FORTY PERCENT (40$). SILT AND UNIFORM CROSS SECTIONS. THE SLOPES OF 1. THE EXISTENCE
AND LOCATION OF UNDERGROUND
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, UTILITY PIPES AND
STRUCTURES SHOWN ON THESE
RAINFALL. PLANTED AND TRIMMED AS DIRECTED BY THE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
ENGINEER OF WORK AND LEFT IN A NEAT AND RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL ORDERLY CONDITION. ALL STONES, ROOTS AND
TO PROVIDE EFFECTIVE COVERAGE OF GRADED OTHER WASTE MATTER EXPOSED OR EXCAVATION OR ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON
SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, SL 0PE R A TIOS EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
THESE PLANS, HOWEVER:
THE SLOPES SHALL BE STABILIZED WITH PUNCHED CUT 2 ;I LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE CONTRACTOR
IS REQUIRED TO TAKE DUE
STRAW INSTALLED IN ACCORDANCE WITH SECTION THE TOE AND TOP OF ALL SLOPES SHALL BE
35.023 OF THE EROSION AND SEDIMENT CONTROL FILL 2:1 ROUNDED IN ACCORDANCE WITH THE GRADING PRECAUTIONARY
MEASURES TO PROTECT ANY
EXISTING UTILITIES STRUCTURES LOCATED
IT
HANDBOOK OF THE STATE OF CALIFORNIA ORDINANCE. AT THE WORK SITE. IT IS THE CONTRACTOR'S
DEPTARTMENT OF CONSERVATION.
/, BO
a`EXCAVATION C Y' FILL ;�00 C.Y. 5. ALL TREES, BRUSH, GRASS, AND OTHER RESPONSIBILITY TO UTILITIES
R S FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES
� OBJECTIONABLE MATERIAL SHALL BE COLLECTED
Xa4,4$ -Ff IMPORT � C Y A Separate Permit Must � PRIOR TO ANY EXCAVATION, FOR VERIFICATION
Be Obtained For Waste Or Imporr Area PILED OR OTHERWISE DISPOSED OF OFF THE SITE
AND LOCATION OF UTILITIES AND
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS NOTIFICATION OF COMMENCEMENT OF WORK:
THAT HAVE BEEN CLEARED WITH A NEAT AND
Y_ THESE OUANTITI£S ARE APPROXIMAr£ 9 TOP CLASEDOftyFVR FINISHED APPEARANCE FREE FROM UNSIGHTLY
PERMITPtN►POSES. EXPANSAOYVOR Nor TAKEN DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL a. SEWERS - SEPTIC -
N/A
INTO ACCOt,NT.
SHALL BE SECURED FROM THE SOILS ENGINEER AND b. GAS 6 ELECTRIC - SDG&E -232-4282
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH MATERIAL. C. WATER - OLIVENHAIN WATER DISTRICT -
¢B '
S. 4f 695 - 3220
,4!/E.Q.4GEOE�T� . f FT d. TELEPHONE - PACIFIC TELEPHONE -
9,000 1 800 - 422 -4133
.OI�EiP,OGE"OE�7.�Off /!L' 4B `0 FT � ' �2S
0 0 FT e. CABLE TV - CARLSBAD CABLE - 438 -7723
1.10 ":
SITE AppRESS
"air G1�VE f/OLLOiY/QO.
E.f�Y /H /T,•ps C.O. 92024
LEGAL DESCRIPTION
.YE //4 OF SiJ/ //¢ OF SE %OF.sE //q
sEC.s /3S, Pamir; Q.ONC//OL.OS
DECLARATION OF RESPONSIBLE CHARGE EjYC //l/ /T.�S" OWNER /PERMITTEE
./ tO CAHYISSS'Af "iPeY7t/IbFL ✓/)rriFf 6Cs'/YE /OEP
SOILS ENGINEER'S CERTIFICATE
THIS P 7S
I HEREBY C
ET, THAT I AM T HAT I HAVE THE E RESPONSIBLE
CHARGE OF PORK FOR E/1/G /�YEE•'P OF`YO�if�.• EiYCiviT,vs t•.v.92b2f
OVER THE DESIGN OF THE T, T PROJE '-:U / JVpiYE�f /1�4C1L•2740/2T0•.SL.SO
OVER PROJECT AS DEFINED IN I, CARL LEMONS, A REGISTERED CIVIL ENGINEER IN THE C•,pLjFO.Py /.4E�/G /iYEE•P /iYG ,/ / C
SECTION 6703 OF THE BUSINESS AND PROFESSIONAL CODE. STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN L•O,pPO �,�T /Oiy �QS'
B!/�G TV �OFES$ /0
AND THAT THE DESIGN IS CONSISTANT WITH THE FIELD OF APPLIED SOIL MECHANICS, HERESY CERTIFY
THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
STANDARDS t0 f4EO.PV /� /EP O/�E., d'T1r t/O �e Nq Z
CURRENT . PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER SOHO /E6O, e ox "'f" E/V6 /KEEP t/6 j Q� o ca'� "EZ -r
�F PRIVATE CONTRACT
MY DIRECTION BETWEEN THE DATES DEC• ¢ /988 AND °t!lG /9J ZB/ t /22 COP�OP9T /O// ~� ep PERMITS N W
C
sZ440 PiO /N /Et° 91�E S// /TE 210 o c'z� C /1� OFEiYIYiY /�.i�' f Q
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS A Dec. / 4, /9B8 ONE COMPLETE COPY OF THE SOILS S4N0/ C.q 92/20
"' h 35373 N m
SPECIFICATIONS VI THE C /7J�OFEyUiY /Ties" IS , RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE REPORT COMPILED FROM THIS
STUDY, WITH MY ps/ f/ s J REZONE PERMIT NO.
�� z
CONFINED TO A BENIGN ONLY AND DOIS NOT RELIEVE ME r `�' / `� GRADINGYLANSFOR: O
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED J l y j
PROJECT DESIGN. THESE GRADING PLANS AND CERTIFY THAT THE r - IZ� I \, f Of (A� \F� SPECIAL USE
PERMIT NO. CQ�J��j��/PESwE�YCE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR p.ITE
CALIFORNIA ENGINEERING CORPORATION / THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING �C.E lSd7d E,rv. 9 •30. 9� TENTATIVE
MAP NO. ' .�f01 OOrE vOLLO/Y.A�./O Q
4 <4o.vviv /EP IrE.�'vE f tip PLANS AND PECIFICATINS.
^0
SAN DIEGO, CA 921t0 Q ROFFSSIO, WATER AGENCY C I TY APPROVED CHANGES BENCH MARK
(619) ?S /t / ?P SIGNED: 01 /� ql N�. D�crM�ian AhrovM67 Om CALIFORNIA COORDINATE INDEX fZo•
/7/J/
- Ed
DESCRIPTION. C!/iS. •sQ• TOE l/OiYl..s1.QCO. /rte /7X/STlEL AM E , �,
G RCE NO .: _
/7/00 m`` A QS GV//CTS... ,4ErV/SEO
/ / G ROE 17 09 " EAPTH/f/OPit 'C `� �l,� CiJiY� �r ✓siiY1A!E.� t ,�
C /v C- ✓ EXP. DATE: �0�30�8
BYt VICTOR RODRIGUEZ FERNANDEZ DATCi2 7- 'ek. /fo /ag i APPROVED BY LOCATION: SX✓ CO. P/ il" TELLsLY /iYpi4FLiYOPTE /6tOfIL✓l/
F ,d ' ew ?lF1iYi0►!9f'1.tX FE / !d'FT 6 sril BIwY.A✓OA.• 1.s�0 C!!
R.C.R. NO._35373 CXP. DAT[t 9.30-91 CIV0. DATE
RECORD FROM: CO. s'p. SE.siC.r/ �KGJpr ®Opt Gr ~"M "0740 �G
9� OF CA�� ELEVATION: / /!. f>6 DATUM: �1✓ f L• Mnnit Ne .
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FILE N0.
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Ph! e�G /9J 21#/ .3/ZZ
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PRIVATE CONTRACT
✓ /GTO.e .POp.P.YsY/ELFE.PNFiVOEZ 0.472`
PERMITS Z -
-
REZONE PERMIT NO. I)
GRADING PLANS FOR:
SPECIAL USE PERMIT NO.
TENTATIVE MAP NO. �f� �'Oil�l1�,�1�.�PE,SYOEiYCE \
_ .jd 03 oo ✓E .t/otlo�v .logo
_ C' /Ti / AF*PROVEO CHANGES BENCH MARK ��ir! If4•? �? • /7
-_!, , . �- '.-i \ -•• / - -�'� •. - - '� -" % I CALIFORNIA COORDINATE INDEX W
Approved by Don
DESCRIPTION: 9 4" . TO Awwod I ork: t
C- qL /FO.Qi// /,4 ECG' /•YEE�P //!�G � �5' BUiCTS... .PEV /SEO �1y lump Fit/ SST C /��EHG /yEE.P v�c�o.�
aoei6 E• �E.rvirar z
CO PPO qvT -�OiY G P vO /�t/6 FO P B�'LfJ i/CE t% ('D //� COP /UT. EL COI! /NO oEL NOe7E P riO. �s17!
-- - D SO- - EA,QlHi•(/O�P.i', oECETEO �C 3 Rr'
LOCATION: ssf! Ex�.V -9/ R.C.
�410.� /y /E,P •O/�E., STE �/O .lO�Yl,Of .PO. 1f7. /r! . f 'fOF /. �'EL G4.N /.V W
S'OiY O /E6'O C•4!P /2p RET. K/.9CG . �, r
F 0 CO f O lEHCdA1.OP� Coot
or.d;,p 8376 • G
- ELEVATION: //!. 47l° DATUM: i!!. S.L. Z9 / ► «mit No. G0
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No. -3537
-cl
R
OF
PRIVATE CONTRACT
PERMITS
�; � C /Ty OFE•!iC /�Y /T.4.f' s�Ts
REZONE PERMIT NO.
41
"v, X%eei� 5A�
WECIAL UK PERMIT NO.
TENTATIVE MAP NO.
e17,00" APFBFKYVEO CHANGES BENCH MARK
CALIFORNIA COORDINATE INDEX
Me. Description A"""' by Doll
DESCA11 e74'�� X4 A~wsd
LOCATION: -'rAY COP By:
Ae4vorw, "ge Orao or EL eolotAIWIA-40
d'
0,�, Grading
ELEVATION: X'OV- 4r"O —DATUM: u ( J.
FIE NO.