1989-9047 G (Plans) EARLY EXPLORATIONS DAY CARE CENTER
WORK TO BE DONE' STD DWG. SYMBOL
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD PROJECT BOUNDINIff
SPECIFICATIONS FCR PUBLIC WORKS CONSIRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY aWlGFS OR REVISIONS THEREFROM SHALL BE APPROVED MASONRY RETAINING 6TPi�
r --
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. --
MD190ti2Y 9(X11D
GFNFFAI, NXTIFS:
MASONRY WAIL AND FENCE
1. THE SOILS REPORT TITIED "GECTECHNICAL INVESTIGATION: PROPOSED DAY BUILDING I! - - - - -- �
CARE CENTER AMALOOSA DRIVE ', PREPARED BY AM SCAN ENGINEERING
LABORATORIES, INC., DATED FEBRUARY 3,1989, SHALL BE OONSIMM AS A N - - -�
STORM DRAIN PI
PART OF THIS GRADING P LAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECCMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID RIPFCRT. L4 COSTA - -_-
AVENUE STORM DRAIN CATCH-BASIN
AMARGOSA DRIVE' 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION
_-
DIRECTION - - - - --
OF SURFACE FLOW - -- AND TYPE OF DRAINAGE FACILITIES, NOR OF Il4PROVEMERM WTTHIN ST'RFE:E"I
RIGHT- OFiII,YS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 4 2 OLIVENHAIN ROAD _ �
REQUIRED IN CONUUNCTION WITH IISP%UVIIIFNP PLANS. 3 FINISH GRADE SLOP ELEVAT 'IONS------------- - - - - - -
_
ti 4 ❑ /i _
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. EXISTING CaVICUR LINES- -- - -_ - -_
-
2 h EXISTING ADJACENT LOT LINES - --- - -- - - - - -
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAM AGED OR • �
REPLACED REPAIRED TO CONDITION EXISTING PRIOR GRADING IlAYI�CiTI LINE
DESTROYED SHALL BE REPIA -- -
ENCINITAS 2 3 4.8 L
TO GRADING.
�PR a /TE TOP OF salNm ATTIIi[ATICN WALL FIEVATICID
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MbNumE TT OR BENCH MARx - B.W =121.5
BUI'ICM OF SOUND ATTENUATION WAIL ELEVATION-
WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTA BLI SHED AND REPLACED
LITRE
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. - ^- - -_ -- II
FINISH CONTOUR ------- -
6. THE CONTRACTOR SMALL DESIGN, ODNSTRUCP AND MAINnUN ALL SAFETY VICINITY MAP -_ -
CURB OUITET - --
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONEOF51 NG NO SCALE _
TO ALL LOCAL, SPATE AND FEDERAL SAFETY AND HEALTH STANDARDS, IAWS AND __ -- -- - - --
E
SANDBOX DRAIN y
REGULATIONS.
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MLLE OF A
STIRUI M FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE
CURB, GlT4FR & SITQAIK (I40lpLI'1TIC) --0r3
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS., SUNDAYS AND CITY
RECOGNIZED HOLIDAYS. 6" A.C. BIIai
NOTIFICATIONS: / �/ V. dRi�' VT--------- ..--- ..__.6•ID------- - - - - --
1. THE EXISTENCE AND LOCATION OF UNDERGR UPILSTX PIPES AND RETAINING WALL NOTES:
SPIdJCIURls SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF RETAINING WALLS THAT ARE PART
OF BUILDING ARE FOR INFORMATION ONLY
AND SHALL REQUIRE A SEPARATE PERMIT ISSUED BY THE CITY OF ENCINITAS
AVAILABLE RED. TO THE BEST OF CUR KNOWLEDGE THERE ARE NO
BUILDING DEPARTMENT.
E UTI EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THE OONIIRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 4. CUT AND FILL SIOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE; TO
7. ALL EMOSICN CONTROL MEASURES FFDVID® PER THE APPROVED GRADING PLAN GRADING QUANTITIES:
PROTECT ANY EXISTING VIIIITIFS OR STRUCTURES TcIE•nTF31 AT THE WORK PRODUCE SMOOTH 9(SIE'ACE,S AND UNIFORM (Ii0E;5 SECTIONS. THE SLOPES OF
SMALL ME INOCRPOFATID HE RRON.
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING EXCAVATIONS AND ENNV422MS SHALL BE SHEATHE, PLANTED AND TRI)IM D AS
EXCAVATION: 1,600 CUBIC YARDS
OWNERS OF SAID UTILITIES OR STRUCPURHS PRIOR TO ANY EXCAVATION, FOR DIRECTED ETD THE DIIMGn4m OF WORK AND LEFT IN A NEAT AND CEHDFRLY
8' GRAS ATW6 �� TIP PlIL1 FACT OF SLOPE AT ME COltCIIlSION N OF EACH WORK DAY. �� ITT DERDRII� AFAY liiCM Z4A EMBANKMENT: 1,100 CUBIC YARDS
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONDITION. ALL STONES, HOOTS AND OTHER WASTE NATTER EXPOSED CR
EXPORT: 500 CUBIC YARDS
CCbt4ENCTMENT OF WORK: ]EXCAVATION OR nehmimmr SLOPES WHICH ARE LIABLE TO DEam LOOSENED GRADING QUANTITIES ARE
FOR PERMIT PURPOSES ONLY. CONTRACTOR TO
9. ALL REMOVABLE PROTECTIVE DEVICES SEHOWN SHALL BE IN PLACE AT THE END
SNAIL BE HM!}[7VID AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES VERIFY QUANTITIES WITH HIS OWN YARDAGE
CALCULATIONS.
A. SEWERS - LEUCADIA COUNTY SANITATION DISTRICT 753 -0155 SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. OF FACH WCIMCING
DAY WHEN THE FIVE (5) DAY RAIN PROBABILTIY FORECAST
ElICSSIDS POIQY PIRCI T (40%) . SILT AND OTHER DlBtIS SEATS. BE REMOVED
B. GAS & ELECTRIC - S.D.G. & E. 436 -2401 5. ALL 'TREES, BUSH, GRASS, AND CITHM OBTECIICNABLE MATERIAL SMALL BE AP7W EACK
MINALL. ENGINEER'S DECLARATION:
COLLECTED, PILED OR OTHEINISE DISPOSED OF OFF THE SITE BY THE 10. SHOULD CERCDA DR
TICID OF HYCSD� 'ILO SLOPES FAIL PROVIDE EFFECTIVE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT, THAT I
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 CONTAAC M 90 AS TO LAVE THE AREAS THAT HAVE BEEN CLEARED WITH A OOH OF GRAM
SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE HAVE EXERCISED MPIONSIBEE CHARGE OVER THE DESIGN OF THE PROJECT, AS
NEAT AND FINISHED APPEARANCE FREE FRC14 UNSIGHTLY EE MIS. APPROVAL OF SIOM SMALL IE ST9ISILIZED WITH PUNCHED STRAW INSTALLED
IN ACCORDANCE DEFINED IN SECTION 6703 OF TIE BUSINESS AND PROFESSIONS CODE, AND THAT THE
D. TELEPHONE - PACIFIC BELL TELEPHONE COMPANY 877 -3411 LOCATION OF DEBRIS FILL SHAIL BE SECURED FROM THE SOILS ENGINEER AND
CITY ENGINEER PRICER TO THE DISPOSAL OF ANY SUCH MATERIAL THE STATE OF CALIFORNIA DEPARTMENT al 35.023 OF THE RTMEN T OF
CONSERVATION.
lI AND SERVA I CONTROL HANDBOOK OF DESIGN IS CONSISTENT WITH QllMM!!TI STANDARDS.
THE T7►TE R'IICONSERVATION.
E. CABLE TV - DIMiENSION CABLE 741 -9000
LANDSCAPING: I DRiDFItS'TAN1D THAT THE CHECK OF IRLITECT DRAWINGS AND SPECIFICATION BY THE
2. CCElPRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOW PRIOR ED CITY OF ENCINITAS IS CONFINED TO
A REVIEW CHU AND IDES NOT RELIEVE ME, AS
BEGINNING ANY WORK ON THIS PDRCIJECP. PHONE: (619) 944-5070 1. ALL SLOPES SHALL DE PLANK AND PMCAM IN ACCORDANCE WITH PLANS SOILS 'S
OEQTEICAT'E: ENGINEER OF WORK, OF my 7WSP0M8ZEILITIES FOR PROJECT DESIGN_
APPROVED BY THE CITY ENGINEER. PLANS SMALL CONFORM TO THE CITY OF
3. THE CONTRACTOR SMALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION
PHONE: (619) 944 - 5070. ALL FORK PERFORMED WITHOUT BENEFIT OF STANDARDS. I, TJd M C .�bwAa A RE CIVIL ENGINE
IN
THE STALE OF GIIlC11SfIA, I4ltIIMCIR/ATLY [DING BUSINESS IN THE FIELD OF DAN S. BIGGS R.C.E.
26112
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. APIiU= SOIL MECHANICS, MAY CE rIFY THAT A SAMEIZNG AND STUDY OF THE MY
REGISTRATION EXP 03/31/1990.
2. FINISH GRADING AND PLANTING SHALL BE ACCONPTISMI D ON ALL SLOPES PRICK 90IL CCSDrMM PlMCVATEIT WITHIN THIS SITE WAS Dpi
z EY ME OR UNDER MY
913602X; TO OCTOBER 1 OR IMMEDIATELY UPCSL COMPLETION OF ANY SLOPES GRADED
BETWEEN OCTOBER 1 AND APRIL 15. DIP>CC.'TLOEi IETIil9N THE DATES %- Ii- M ONE) 1- x-511
CORE COMPLETE COPY OF THE SOILS MWORT COMPILED PODS THIS STUDY, WITH MY
1. ALL GRADING SHALL ME INSPECTED AND TESTED BY A QUALIFIED SOILS REOC!lIODATIOMS, MKS 1!101 SUlITTED TO THE OFFICE
OF THE CITY ENGINEER.
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EROSIC IN CONTROL: PUR71EESq! , I MRVZ IMNEDSM® THM G RADIM
P� � TH
AO FY THAT E LEGAL DESCRIPTION
EXCAVATION PEACEMETP AND COMPACTION OF F ILLS AND BACKIILLS AND
COMPACTION OF TRENCHES. BE SHALL SUEHNIT SOILS REPORTS AS REQUIRED 1. IN CAM II>1�1C•'Y WORK IS REQUIRED, CONTACT B.M.H. PARTNERS
I�iM1�7(SE 71 GRAD IN THE SO REP TIO THIS Plr17ECT HAVE BEEN
IN THE GRADING PLANS AND SPECIFICATIONS.
AND WILL DETFRr@UE THE SUITAB OF ANY FILL MATERIAL. UPON AT 487- 1101.
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS 2. EQUIPMENT AND WOIMC W FOR EMERGENCY WORK SMALL BE MADE A VAILABLE AT
SI(3MED:
OPINION, ALL EMBAMIIQgNiS AND EXCAVATIONS WERE CONSIR )CTED IN ALL TIMES DURING 7M RAINY SEASON. ALL NECESSARY MATERIALS SHALL
BE �
LOT 41 OF CITY OF AMCINITRAS Tl1ACi' 4579 -1 IN THE CITY OF ]NG'INITAS, CXJRRTTSX OF
OF T
ARE ACCEPTABLE SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 11921, FILED IN
AND
ACCO WITH WITH THE APPROVED GRADING PLANS AND THAT ALL IIYIDANEQ4F2TI5 ST NSTRIU CIIC CXd SITE AT CONVE
WHEN RAIN IS EMINENT. RICE NO.. Z ti`1 `� S THE OFFICE OF THE COUNTY REOCH�R OF SAN DIEGO CI RRTTY
OCTOBER 22, 1987.
EX(AACCEPTABLE FOR 2 REBLE INTENDED USE. CONSTfiI7xR T'EB'ORAEtY DEVICES WHE RAIN IS
2. THE CONTRACTOR SMALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 3. DEVICES SHOW ON PDAN6 SHALL NOT DE MOVED OR MODIFIED WITHOUT
THE ASSESSOR'S P : 255- 221 -31
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL A YFROVAL OF THE I GIIilatING INSPECTOR. EDP. DARE:
SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED � - '�✓ ��
WO ON THE SITE AND SHALL TAKE REMED MEASURES TO PR EROSION
RK 4. THE CONTRACTOR SHALL RESTORE ALL ERROSICN CONTROL DEVICES TO WORKING
OF FRIMI Y GRADED AREAS UNTIL SUCH TIME AS PFRMANIITT DRAINAGE AND OREM TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
EROSION CONTROL MEASURES HAVE BEEN INSTALL PRODUCING RAINFALL. `
e � No � ...1112
� Expir i
3. ALL AREAS TO BE FITTED SHALL BE PREPARED TO BE FILLED AND FILL SHALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEA.SURFS
AS uj
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MAY HE REQUIRED BY THE CITY ENGINEER UIE TO UN CO PLEPED GRADING
\ �►
MATTER AND OBJECTIONABLE MATERIAL SHALL BE RE1•CVED BY THE CONTRACTOR OPERATION OR UNFORESEEN CIRCUIVW4CES WHIG MAY ARISE. DEVELOPER/APPLICANT:
EM PARTNERS, 16981 VIA TAZON, SUITE "H" �g. CIVIL
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND SAME DIEGO, CALIFORNIA 92127 At e 0t
Ca`;`t /
AILUVIAL SOILS SMALL BE RI OVED TO SUITABLE FIRM NATURAL GROUND. THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TALE
NECESSARY PRIVATE CONTRACT
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN C� DCA
ACTED PRUI'ICNS TO PREVENT PUBLIC TRESPASS CTIO AREAS WHEN IMPOUNDFE (619) 487 -1101
PERMITS CITY OF ENCIMFTAs
TO A MINIMUM OF 90 PERCENT. IT S f{ATS• BE THE CONIRACIOR'S WAT'!RS CREATE A HAZARDOUS ���•
pEp/A71,tEMIT OF PUBLIC WORKS
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL, IN STRICT CA O OL E-Jo WTICOM NO : PG M-]!> 3
MEETi
ACCORDANCE WITH SPECIFICATIONS. REZONE PERMIT NO. A/ /A
SPECIAL USE PERMIT NO. N/ GPADM PL FOR. LOT 41 4T79 -/
TENTATIVE MAP NO. A/Zl EARLY EXPLORATIONS
DAY CARE CENTER
CITY APPROVED Cl- VO BENCH MARK 32fo - lOd9 . CALIFORNIA INDEX
PLANS REVIEWED AND APPROVED BY: �' � �~ Dw, 2 BRAS DISC -'S.R COUNTY ROAD wwk
DEMCMII/TIDM: CITY ENGINEEAR � ,
EHlc�S SuRvty 18 -1 _$. .�
81 t 6 E _INTERSECTI OF EL
a ENGMVEERMVI3 lM1CAT10M: - -.S�
r . _� �� COFRPORATK]N r w✓
DATE
CAMIWO EAU AWD OUIVENNAIW ROAD.
CITY OF ENCINITAS FIRE AND BUILDING DEPARTMENT CIVIL ENGINEERS * PLANNING CONSULTANTS ' SURVEYORS �ECO�or�oM: S.D. COUH.ITY
COIJTItOI LEVEL co
2245 SAN DIEGO AVE., #121,SAN DIEGO,CA 92110/298 -5641 ELEVATION: - DATU M:
DATUM: U.S,Ci.S.
FILE NO. .Z!
v
LIMIT5OF MA50NRY SOUND d
EL. ATTL�N(/ATION WALL ¢RTAIIJII�Iy '.JAL4., 369 r. W. =rZ.lo.50 - r PASHEVCL05Ue£ oEe vETA/L "6"
O D' \
y N TOP OF R:ETAINIM(q WALL: o 1 . m rl DE7AIt 'Z' s NEET 4 ,y. u l.. 117.15 0 1= pl -i
F ,6 x�5T /Nb A.C• SOUND WALL ELEVATIONS TNROI14MOUTARE: EE r.W.= IZA(A50 , Ee' :. II T.W. =rzlo.5
,1 -4 0 - l_R/y I -a E £ E P ;, �� I` T.oP EL.. mZ.SO, s0T701 = 125.30 rl.W.
=117132. .30 �
_ N
5. W.
a I T
n OP OF I[6T 1✓ -1LL a It6.°SO tIJ.= 132.5 / J► N \ T.W.=5o O - N' //7 ► �'Z_' \ \ \ .? /
P307
• .. s A/
A3 3MOW
N\' - y L V� �' -D m �o c 5c ?9'�.i "E
/ s.w.casr. ?3900' 8•MI.I. ! � ti ti� � ti G�
\ �JI V) N J I 0 X11 g T. W. CYET = IL5 SOr /
v �\
�`... I I
'`�i�J�y 6 ' _ � � � � �� � /OL.F a'PYCCIiC //' A.C.PAVINC•� : . 1 �� •� � '�" ?'� 1 l
1 I �� / T .c =11846 W 1?�3.94 I I �
l 1 . =//7.916
T. = M1,41 / / . o M /N• S vcf s'PVC 3 '� - -
L. = _
q.b IU I .21 F . ___ __ _ T.CT• =124.38 ItiS � �
C ? 117.1! I I I I 1
gw. 127.5 I $, PV.r✓ ��/ \ y'. ? -
Q : \2�' \�' �. ,�� '- t IL III 1 'III /
�v / C ouslRUG T CoIICouc.
5E&I DteA N T �U*S AM ID GWITER
P CoWTRACTOR To INSTALL I 1 I
F. 1 / I o � - SE6 aETA/C. •d�/
3. FENCE POST SLEEVES
T.W = 140.24 1 / - - - - STD. DWGS.G-2 I I I I I I
,k►.= 132.20 I I I I OX N I I F_ - C5 lAI Too OF 1�T. Wl9LL-
B \
v sf5 AeCN PLAA15)
. . I I I I 1 I I
06.50'.' MAVA/G�?H /C SEE DETAII "A`� 12 0 5 / I d[.f�l d /rVb I I , IIZ 91y I I I
WC OEC `577 I I I I =IL \ ..: I \ on .1a
S/oEAL. =
viv6. G -3 ?O BE 1 5• I AR ' I SW. #II ". I W
I I I .� I I - �'" T.G.= T.So I I I I I
( SEE TO BE REMOVED FL.= 117.00
NT ... � ' ' � I F •L = 12 .I I EXISTING STRUCTURE I �
t7 I \ ; �\ / I 1% I I I 1 1 I I z
FLAIJ .) o: �. ,, \ \, 0
Q3.vJ.= 125.go I \, I \ \'- \" RO�OSED DAY- CARE
� 12Co.11 • . \ I � �
o W I I I I \ F \ I CEN T E R I m S I I I I I I I I S FAT
�/ / LY/Ue5
I I� I I
PAD= 1 I p�"aC= AiECf//Te5CT5 f'rAMS Z
aC l2Co.00 S e.S - - --- - I I
- - - J I I I I I I I I T BY�L,�✓/V 5 �? �u
s F- F• ° lZ�o- t3- o I 1 �
Z TW.= 139.51 W . ��' 9a I I I I ISEEGT.4 /L 7h' /S Sti`��J l�
\ I c
Q 8�1.= ►3 . .. I I " / ; tl�J'�
RV I I I I I I I I o
a Z ' • � �• -� ��� ' _ '� .. � � � �
y 1 F. •06. �S• / I I I I 1 - _� "r AINJAIlj wALC 1 71 I
J /, '�' .I 1 . ! .� - I I I 1 PEP- ARCM1TgGT'3 waAAS r • r I
\ Ae"fal�c v I. W 113.1
o
SEE DETAIL "F" D►J 1 1 I SEE
I I \ti�.q. •\ / ` I
SHEET 3 ��' 0 I \ J
, EX /ST. O,GI �t/,46E
12 .15 i \ F \ o`C I •. I \�..� \ /2
,LciO q° /2 m' S'>'WDB
DRAI - 12 00 A \ eue /z /• u'IP arc . 1 .. I I I I I I
SEE�EAL u `
� wa y � �• j ' e \ j1 .� : a, � y � � ��,''•'' �,,,• ►, .G,?�ir �` I_ I
I I I
g �• c,. � � •W._I 3. � I
� � g F• \ ; '� � • ;�•_. ALL ,P�rA /N /N6 hG4L1 -5 Sr`/.4LL-
T. W. = 132. 20
u1 .}/ / o /N y . o / I BE PAR ,LTA /L / O A/ 3 HEFT
g. w. = I z5 .5v \\ -► N % Ez t �•'� wALL, ___� \ trcEPr l�/HERL /I[d7f,D 1PYERfiA'3E
�N .` 2 27
50(/A/D TTF/c/UAT /ON (( Y ATTENUATION ALL f ,. rn 6 I r 6N II -4 I I I I
D- 90'OOVO" �� WA �FE�t/CE �� F NCE OP o ETMWIW6 A
1 WALL. F "��• 11
1 .' /T. I IT -671 I I 1
R- 25.00 / \ ♦ I S
25.00 �
I f.L =rt :14 I
L 39.2T \� 1 N ^' A� ��
A
/i9K.f�T D .c%!Y Lilg a'� - so' •3O =,°',�� �
_ _ -�'
'V
\
22.7 .�'�� ♦ O /. 3% - I \
� °: co � REMOVE�t �' ,aJ •�� - /T -L- � '`ry tV •: • -•�' //
L� N \�.
U77G?Y6.ITE EXIST.COI�C. DRIVEWAY
SEE ARCH. PLANS.)
I \\
�3' otr �' ` CONSTRLX T CURB i U p. �`
D QUITTER TTER AWD SIDEWALK. SEE 5EGTIoN `
TING CONCRETE CURB, GUTTER AND SIDEWAL pE¢
K a rte. w4. 4 -3 W oN eWEET 3.
EX /STING
j 5XI5 7. EX/S'7
MAIN N AMAROO DRI VE
�Xr�sr /rt/6 8 SF�IF -i� u J WIC TA LL BeoN Z E cs \ \
�• s I' 4 CpMME¢CIAI- F.Q.E r
vayp¢NJT PE 1579. li (RE MOVE Ex STI'11iGr GUR6, G4UTTER
EX /✓T. UT /G /TY I//DULT� TO atE 2ELOC 7W,0 1 u G
f� \ AND SIDEWALK. YP rS RUCT
U,C9 OUTLETj'TYoE ':v )vEe
2 ,3
OY COA/T�ACTO.e, EXACT 4ocA7' /OA/ 4AIV O'
p TYPE Of V461Lr3 TO BE r/E¢ /PIED REMOVE EXI51IN01 CURB CLUTTER AND 5717 PW -ZS
aY SAME. SDEWALK COIJSTRUOT 24' GOWCR
A i � DRIVEWAY PER STD D►^1G�. G'ICo•
2 u '/✓
Ex /OT 5T /GNT PRIVATE CONTRACT
8 W - - - - - - - - - - - - - - - - - - - TOPOGIRMIMC SURVEY PE eUMD BY BIGGS DEPARTMENT
OF PUBLIC AS
PERMI CITY OF ENCIN
ul O / EN1G IIaG 0ORPOE MON ON MAY 5, 1989. � WORKS
= 0 BASIS OF ELEVATION: SOUTHEAST' CORNER REZONE PERMIT N0. A//A
LL
OLIVENHAIN ROAD AT AMARGOSA AVENUE SPECIAL USE PERMIT N0. VIA
GRADING PLANS FOR:
_ Q SOLDIERLY P.C.R. AT PROPFEWY LINE.
TENTATIVE
NO. A11A EARLY EXPLORATIONS
LL - ELEVATION = 130.00
CITY APPROVED CHANGES BENCH MAR
DAY CARE CENTER
32(0 -/089
Z "" °"'" "'°'°y'r by Date 211 BRASS DISC - 9.R COUNTY ROAD
DESCRIPTION' I CITY ENGINEER a "
SCAL+-1 SURV Y 1800-1
TEMPORARY CUT FOR RETAINING LOCATION: STA. Sit 12.&Z E INTLR5ECTIOW OF EL
WALL CONSTRUCTION CAMIWO REAL 1 1� AWOOLIVEM14AIW ROAD. � a Wo....-✓
NO scn�e RECGRD may. S.0. COUNTY CONTROL LEVELS 11 1 °r� 9��7 6
ELEVATION: 79. I G DATUM: V• 5• Gr• S
FU NO. 846-213
?-Xtl Na�pD QuMPIt,R°s
ON 4U. /Ns" M4LL " 4MU•
AU WHtSF/� >=ovar-F-7 r A - 2olo MCES • PER DETAIL.
cAsT IRCa 1 cTe row Qi�aKIlAY. THis SHEET.
e` A.ltAHeFA Fo->rlvJcr-T
uflST moo WA"TE FbR TRAFFIC
AREAS. !/ �. ~ o' !J /GkGk /OG/I • WlJ•W
057,141. D�OI /NA�►E l`AdR/G v • I u ' Q M /Ds1A6
l u n TO PROVEN? mND FROM ' 1
2-O 4 -a tNTER/Nb 6MW4IN /iWP'/
.:::E�••..:::::::.. •::.. iU"��
FlN15tl GRADE - Pucro �rI°Ne � ........; ...........::......:.
IN SON dt EQUAL !0 /D `) ;:: • ..::::::::::......:::..: .o
DEPTH Ra 4S
...,.., vA E s I
::::::.....................
N� OF cuts �1>E ro TS
r . •.
:•:.;�.+ -SSA
N ,
.>•.......
7a tJVCLOSURE
cif::;;'r::•'S •:
O —
/ E
ANN
` •: :ice :: ```' ; ;' _ Nf.
Icl ° y•I:i.l,_:::._ ( : Q c(JK8 TD A IIE
II I —III '.'. ° '"• - ' C. P V /N6
— 7
..°a a . °.• SI.P
P of PIPE,J 111 �o'• a s ° ° ° °• _ Cb .�. 4'�Co�� 10� IZ "oR 18" DES •� ''� �%r�"C' S25Q7
To III III °° ° .,. ^ 4 11 Pv.o, PIPE. A.C. r�v1uj n • ° W /6kLk/os.,. WW. M.
-
.. ..III .. EXTErI51on1S ZZ «S 1�� Irl.
2" X IV Iv' > SE 1 5'10 t,ZS. r4 t>irri Er A T
Df3- 1212 (•{' L IAL.Lh) PAR IliY GcRPsm- = 25 �5• 3 ✓ACE iNTE eaK Zoo v
DETAIL "A" : r' oML- Nur-+�5 AR>: As M� gY Td TRANO IT ><� „�.
SANDBOX DRAIN ���KSET "' Assoo lA • TED ��e-� •
> 0° - 114 &. DETAIL s C"
wo 5444e DETAIL ~B" TRASH ENCLOSURE
PRIVATE AREA DRAIN AV s 424
A10 '944ZE
FE
4` �
I I •�' q L71�/EL 3 � 24 � 124 ��L� -N6TH
3 /Z" IAW 14il .AND /2 /NTO B�4XAIE
' SX#4PA7rEA1a47XW
6'h /6h SOUWD ATTENUATIOIJ WAI,I, � W'
SEEA�L// /Tr�GTUeAL OG4NS :� ` 7YlLc SOD mac. B4AMER"
/LD 1 II . - W,4ZZ MATE,2A, A41,117 7 I r �� � /f'�H v GYM G►� Z.7 I - " ��rr ��
STD. R•AM3� ,7ijLY /'9g7 �,,e� �- 4'A
v i TOPA C'S 'V� 111 1"h I� II�I�
AW-Z 3EE �E'T4 T
r u /� /ViJNED Ul • _ I a o /
2 X S WOOD BUMPER AT �ua�A�E ' G I v ru s'
SMILDINCT RETAININ4 WALL �� s b = (�,PlrL• !N _�S/lTl�iPL //Vc�i
LINE. Ilcllr� III- �NI
u� 1 I I
= I EX/ST6�11G1L /� I -• = I
v' c" •., �� FINISH 4RADE.
►'• k- AREA TO AV l.4NQx/IAFD w M N
BY OrnER3 I31E DETAIL G
I� ` A"MX'un" PV-"AJ' • � PIPE THROUGH CURB
PE¢.3TD. 'r>wcy y — e MIN.
' AV SCALE
DETAIL "E." „ N
TAIL "D" TYP. CURB & GUTTER >� DETAIL
c✓ANCGlAY a SECTION A —A
o il
OODEN BUIER STOP N° sc��E
TYP. RETAINING WALE. &
SAND ATTENUATION WALL
yQO.ObFD ;,, "� FIAl15NED
WXTA JAII wAU - N = vR,wF (sa//1fD ,�77EnlcL�4Txoly i�1[ c Ramie - 4/1c74�iTS�rS PNIVATE CONTRACT
t a. mil`! N sc�LF. PERMITS CITY OF DOW AS
z ' ,J. r' O l "`�ARTIAENT OF P UBl1C WORKS $FLEET/
• da I, REZONE PERMIT NO. N/A
!OW
- ORADW PLAN FOR: •
ut
SPECIAL U ►EIMI
lT No. N/A UK EARLY EXPLORATIONS
NI ,
I � ! :,1 = „I VIII VIII- _I I E ,I M �• TENTATIVE MAP NO. N /A DAY CARE CENTER
n' � BENCH MARK
” - In LIU CITY APPROVED CHANGES 3 (A - lD 9
SECTION B — B emu*" Approad w Dft DEECNN°TION: 2 GRASS DISC - 5. R COUNT`{ "D crrr E,V6/,vEE�C
SURVEY 1800 -1 A
S A • 81 t 12. 6 4 INTERSEMO OF EL No � (� � °^►' s ela4s z�u2 � T
LOCATION: " V �„r__
No sc CAMINO 061 NHA u oAD.
RECORO FROM: S.D. COUNT CONTROL, LIEVUS 11"" IIr 9D47 6
ELEVATION: 11.110 DATUM: U.S.C#•S.
FILE N0. 00 .0-1
5�E N ) w gL 411 /N6
.. , \ � W�4LL sC�/SClxE WH6CE
ll4L.L fX�C' ✓R5
F -
11
H tro�Mlt)nMUM�
V 4T
0 PAO /3
ffE L J I
10-100 0
- _
FIN C
- - H-stl — 2" eir
vvftnE .I
Oct uRS • a H -�L 1 solid grout wall (typical) `l�/NININtIAM
O CANTILEVN1l RETAININC PALL - �V.STL t -stl I �Z�� cMU
step (if Kettrlrg) 5 EGlkl.
u
WALL TYPE: —,.e -ear CA _ p pp
t ie @ top /bot of la
STEM MATERIAL2 G•• .+c- s. -�s�a ' � - Z,MIIJIMUII�
MAXIMUM BACKFILL SLOPE: z_
SURCHARGE: ! - H -scl 2 x 4 grout key �" die peri drain (611
M hli✓I:R �.� atl V/ gravel pocket G'L
SPECIAL CONDITION: ^I• Y -
J 2 e1T J �7 OA1
?i e� - solid trout wall (typical) _ • T-stl R �EIRED
N t (if lap tars 40 die a tie ! 3" • — t: • ! (12wain) a
Kcrritlg
top/bet of lap w/ 1 -12 typ t m►" ,, KEY
RETAINING WALL SCHEDULE 3 / HL -stl KLY
Z FIt W y . KEY-stl g PAD /3
-- v �d come T
T V -stl H -atl TOE I T -stl HL HL-stl PAD a KL� KEY -stl 1 1 1 ASP M v7. �r H -stl slsl (if f win
8' -0"
tt , . . . • K cutLnt ) to daylight TOE
gC
'•i+t P I. -. .y 1 I s.+R•S I - oo -w 6 O G!.i eo }' -p IL O O •..1
.► - l _� +�5 y_�• - I MOTE: pad to be
placed ain=•4u y
% g.(1 "dB) PAD into competent
4 is
df
•k � � ! f'e.YY' 1.-�3 I s3 GIV 3 12- p er rLt 3" t ' KE:Y soil
m V/
• V 112 .SGIy2.15 .', -•- !• •� >•±r' �ra i Z, .
travel packet
7 y, ,Ir.6df d' 3. e. d -u .. 'q. YEyi I" key If L T
° y block is not T -stl O CANTILEVER TOE - U NI
NDER BLOCK RETAINING WALL
S w •g 3.W� ,eye a s' /. v :�" yE,3 set when pad TOE
�' -,a •�: . a e 14' YES is vet - or "M: pad to be no scale
2 x 4 grout V -STL.. - placed aim I8'
key PAD into competent
soil
I
' Tor, wprtL Sump ?Dkv Tqt- 50UMP gkR 1 12 W R U SA GuteR uKIILEVEA TOE - our BLOCK RE TAINING WALL y
D�rklt OF +4 t 2 e. ma scale
• deputy inapeetor req'd during construction ,
CANTILEVER RETAINING WALL
L 14-x! T_ M W I M U O'
ti
--
YALE TYPE: - T' -9K -
STEM MATERIAL:
MAXIMUM BAC17ILL SLOPE:
SURCHARGE:
DE TA le SPECIAL CONDITIONt �E
1
RETAINING WALL SCHEDULE
N T V -stl H -stl TOE T -atl NL HL -stl PAD a lay KEY -stl INSP«
Y+'St o
3 A +�CKM sSe�i 16+y ' 4 a 0 2'-tJ' Pra 4 o Pte
4 j a Yy 1
1136.10! 4.b #be� " ' ° '
�pfESSlp/y,,
- y .��a. A ea G Q. H�
a ' jr, cl Y1=6
. 9 71 -L tt' G 7.17 "e Or" ! - G° !8 IV// 03 � � >N ,�,�i�
r
« deputy inspector req'd during construction
,.1 +4+-.-. 511n�12P_T 'wtk'c' fmw_sr.rl- WkLI. Uri[= 5U1EPULO Nbr i1 +2 MAY 18 f 9
L:7A /L Q Bugs Engineern�
"OVA" CONTRACT
PERMITS Clrt Of ENCINITAS
061 MEMT OF FUKJC WON"
REZONE PERMIT NO. GRADING /LANE FOP: E#ECIALLINPERMITNO. ' EARLY EXPLORATIONS
TENTATIVE MAP NO. )Y/.A DAY CARE CENTER
®E
CI Y APPFCVSD C 4AMMS MCH RK
MA cw lIF0NN1A00011oNIMTg INDEX 3?•L -1(►
, . Ns. Bob"" AwaN b r Oms
ar
OMI NRN1N: e s�� r ! 4,W4 � AI A N.J. mummm .wiw of w«r:
DIRECTOR or PUBLIC WOMB
I LOCATION: M: R..9.
NECOM FROM:
ELEVATION: OATYM: X6 • 1871 F IN n 90 476 -ls 1
FILE N0.