1997-5123 G (Plans) a
ENCINITAS
, � , , CITY OF 1 OF MAP 1B32F` +,
vpANCTAIT z � LO W,
ON THESE PLANS WERE OBTAINED BY A
THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS
, T E STENCE AND LOCATION OF UNDERGROUND UTILITY PIPES; G,D.R:S.O. = SAN DIEGO REGIONAL STANDARD DRAWINGS (EXCLUDING AND EXISTING
MAN MADE SLOPES). _
a F'I: SHALL BE F I C A IN A ':` „zr � C �4 iF:`C,E: PLA H._ EY,I,
t, A :, A SPECIFICATIONS F " F'!"'1..1(`; ?�.t.,{ti AND STRUCTURES SHOWN IS ° 254-600-01
°
11HE STANDRD SPECK ILATIG,?S rvr ,? N Z T E SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR S.d.R,S.D. ' _5'
ANC? THE MAXIMUM
S TTs T DES :ON . +.!;. :O DARLS OF ' EXISTING UTILITIES EXCEPT AS SHOWN NO. �WM1 ?BflL THE MAXIMUM VERT F
DEPTH OF CLT
fRt.� .,lN, H._ AND ITEM
CON ,
AND TF'.�: `�, ^ I' ': t ' r ' /�,`��FI REGIONAL THERE ARE VERTICA I;EIG'h {T OF F ILL 9'__,.:'
CITY OF ENC ` .'. . ONS THEREFROM ON THESE PLANS, HOWEVER: _ __� ...�.._._.__�_
STAh3DARD DRAWINGS. AN:' 4 � g 1A09 ARBOR uJ�R t.N Til 1A�. A..
n TO ANY
SHALL. BE APPROVED BY THE '_. 3. A.? ,AVERAGE DEPTH = VOLUME OF CUT ((;.( =.l 5,272 CF _ 3.65 FT
4R t T `
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROJECT BOUNDARY O
�� F CUT AREA OF' CUT (S5.) 2 6,916 SF
REQUEST FOR INSPECTION, MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES _
r5 T' F K SITE, IT IS THE CONTRACTOR'S EXISTING PROPERTY L INES AVERAGE DEPTH = VOLUME OF FILL (C.F_) 50,760CF
3.41 FT � KENNEDY DEVELOPMENT OF CALii`ORNLA, Ll_C
i_.GGA A. THE WOR S.)
^ THE SOILS REPJP'''CT'.I °1`_ A6GRADEOCOMFCT /ONE'Ef'Ga R ', , NSIBILITY ?O CONTACT THE FOLLCbd�INC RESPONSIBILITY TO
" ��
H_
SU,BOrt�1510A/ C17YGrE.� /.V /TA5, rA;ff90 %55, Aff'povA T. LEl�4/A E PO pg rIl_.l_ AREA OF FILL (S.F. 14 848 SF
7720 EL GAMING REAL. SUITE rM
I PEP � [OT CONTACT THE FOLLOWING OWNERS OF SAID UTIL17�IES OR EXISTING CONTOUR LA LA COST , CA 92075
=3n w {' /(/6EeM/Li�lE1GiVE�/6 /�K JANUA2Y 2, /997 O S_ q
” }- FAP'T =C CflNSIDr t .' .,IRUr.TIJRE� PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND
ARE DONE 0, F
FART C3F ?`k-"IS GRADING PLAN. tL __,,�,� -- LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PROPOSED CUT /FILL LINE F
ACCORDANC!= WITH THE RE.IOt+sM � r C r ICATIONS WORK: BE AN 150 1 i THE GRADE OF THE EARTH SHALL BE FINISHED
SO THAT THE GRADE
O'v'TATNE[ IP <, SAID REPORT, PROPOSED CONTOURS SLOPES AWAY FROM THE EDGE OF THE BUILDING AT A MINIMUM 2% 940
1,
A. SEWERS - L.C.W.D• 631 -2770 146.0 �i
APPROVAL OF THIS PLAN DOE NC` CONSTITUTE APPROVAL OF PROPOSED SPOT ELEVATIONS FOR A MINIMUM DISTANCE oT 5 SWALES SHALL. HAVE
A MINIMUM CU
P ROV , "( -.,. TES, N OR OF B. GAS 6 ELECTRIC - (800) 422 --4133 SLOPE OF 1% AS SHOWN ON THE PLANS. ,IL
1900 TYPE OF DRAINAGE ? 11 2) PRIO
�O
u 'NTS WITHIN S'T'REET RI SEPARATE PROPOSED GRAVEL. BAGS � �
SIZES, LOCATION AND T
iM.RC)IEMF c n m F F SHA;,.1 Hf ,::.OUIRED IN C. WATER SDWD 833- c?SAB, R TO THE CONTRACTOR REQUESTING A BUILDING
INSPECTION
APPROVALS AND PERMIT EO,., H_ w WR , LNG THAT, T „_ - T N
n r ,7 T. (7VEN ".- AP!:T�: _. g(}Oj A22 -A 133 PROPOSED 2::" THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL
I IMPORT 960 C.'t'.�
APPROVALS N D PE IMFP D, TELEPHONE ( SILL_ SLOPE TT THE OILS REP PAD WAS PREPARED IN
w... - -, ACCORDANCE WITH T`at SOILS REPORT. �. THE UT TRENCHES
I
gyp. G C f'!7T SLOPE
. . _ S � ION SHALL �tR ,, � F5 5..E � TV (8PROPOSED 1 NAVE BEEN �RC)?ERL.Y BACi {FILLEd ARID COMPACTED. 3.
THE. � EARTHWORK QUANTITIES ARE ESTIMATED FOR PER "?T PURPOSES ;rPURPOSES A. WP17 EN PERMIS I_ ...,F NFRi O E, CABLE 00)
P FOUNDATIOr EXCAVATIO THE
EXP
_
SOILSCONFORMHTO THEISTICS QUAY. (CALCULATED ON A. THEORETICAL BASIS ACT!A'
aRA�ING.
_. ,_._ .. _,.,.,.. ,. ,- r^ : -' CON TRACTOR SHALL NOTIFY THE CITY ENGINE'ER'S OFFICE dE3 PROPOSED DRAaNAGE SWAL..E:
AND THE BEARING („ PA QUANTITIES MAY VARY. DUE TO SHRINKAGE OR SWELL . "ACTORS)
,., y :: , R , ! Tt,tNS REQUIRED
"ONTFIA4,rI;u SHALT._ TAKE, ANY lit . w1 � s .S PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REQ UIREME N TS SET FORTH IN
THE SOILS REPORT. -
A DUP ING G IN OPERA'TQNS, HOAR PROPOSED INLET, 12 °x12" °0
TO PROTECT ADJACENT P c'PE ' , B : C. O � E:.: (619) 633-2770. AD
I`i= r;TR"'Y ,} ::,f:'dr "' f_ ail:. T�`rf... r•,',:'Er� .a'z PHONE: PROPOSED 6 "PVC DRAINPIPE ____ :O) ?h1E GENERAL CONTRACTOR
SHALL FIE VERIFY AL1_ EXISTING
X IST INu
ANYTHING DAMAGED OR _.L . . t, _ r^ f _
r � r r p + , �, ,. ,, ( GRADES AND THE SIZE AND THE LOCATION OF THE BUILDING P
t , O i XI.: , .. :. IO L. P1.. T t c r W HOURS NOT,CE ON CALLS F 7R
) CONDITI E HE CO NTRACTOR SHALL 09) 2
' - "�;r70. ALL WORK PERFORMED PRIOR TO SUBMITTING BID FOR THE ?WORK, 71 BUILDING NUMBERS SHALL BE EASILY SEEN
FROM T HE STREET. ALL.
REP
,,. „, 1 '��` INSPECTION, PHONE: (81'01 63,3 ,_ REDUIREd PERMIT'S MUST BE OBTAINED FROM THE,.
� %RF PREVENTION �j
[ - S RESPO NSIBLE A t MONU9EN Or rt L. BE SUBJECT TO
,_ rl- IF ;aHAt -.(_ BE „, ._ BENEFIT OF I!vSPECTION WILL ,' THE GENERAL. CONTRACTOR SHALL HAVE THE PROPERTY Gt'7RfJERS
E `` r ' S 0 r O ;ESTRC rE SHALL BE RE. WITHOUT BEN BUREAU BEFORE THE BUILDING IS OCCUSIED.
BENCH MARK WHICH I� FTI A ^. ,. ,..r, REJECTION AND REMOVAL. AND THE B C EXTERIOR CORNERS LOCATED BY A SURVEYOR
REPLACED r., ?tl ?E, e -P OIL ENGINEER
r;f', r`r 'E1i^ (� AND SU"',rFYtJ6?. PRIOR TO THE CO M M ENCEMENT OF THE WORK.. $) APPROVED GALVANIC SHALL
BE INSTALLED BETWEEN ALL
AND RE
A L.I..:,...,,E_1 L
5) PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING AND DISSIMILAR METALS IN CONTACT.
DETAILS SHALL
IR T ^1 AND MAINTAI A LL PREVENT PUDDLING ON
UPHILL SIDE OF THE BIIILDiNG. 9) THE GENERAL CONTRACTOR COMMENCING VERIFY' ALL DIMENSIONS AND
FHE CONTRACTOR SHALL U STrP+ .i +: I N _
��-' t ,. ,•; , - rnc +' � M°N. 4 -c � F TNOOS #S �iHALL BE NUT LF_SS THAN 30 FROM THE SIDE ELEVATIONS
PRIOF? TO COMMENCSNG WITH CONSTRUCTION AN?I,T
SAFET DE`ITCES, 1NIC 'UOT,�.IL. S H O RING , AND 'r -irrL BF. c
...r „h r.. „ ; ;^ S P. -E r I N DISTRICT 6) EAVES r7V...RW
TB °nn,: n, „-rt, A ,Ar - A. E A D N THE S f ATE OF
„r., .r c.. FO R ,,:,, ,,h ..• [., i., ,. +, - VIA. ENGINE4r7 a ENCINITAS FIRE PROTECT O AND REAR PROPERTY
LINES. PROJECTIONS, INCLUDING EAVES” SHALL SHALL NOTIFY THS. ARCHITECT IMMEDIATELY OF AN
T[..,F:3fid tl( /.�11�11E _ A F3EGI TERCd CI
-. -., APld I. _ _ APPLIED S,OIi_ HOUR IRE RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF DISCREPANCIES.
_
,,,; A:,y,. Try r _ I ' NG BUSINESS IN THE FIELD OF A PLIE T
& A{ _.,: s. }” RNIA, fi RzNtaIPA.LLY Y BE ONE FIRE
EC „. F T SOIL REVIEWED BY:
AT +c. T T�!.; AND STUDY G. HE NONCOMBU rv4'".IERIAL it =' THEY PROJECT 1 INTO THE SETS NOTES 14,
APaD dE:l'A.ii.S ON THE DRAWINGS SHALL - TAKE PRECEDE
AAECHANICS, HEREBY CERTIFY THAT A S W L C
� T 7 7F A� MAD. BY fi�1E OR t!Nr.)=P ` "" �1••�p� a SETBA... ,.r ._h ^., _ E PROPERTY i. _INE.
EX TER STAIR OVER STANDARD NOTES IN CASE OF CONFLICT, CT. WHERE N:)
P (1 CO P WITHIN THIS SITE WAS V � `� ru r, op r F(lty+ ; H
_ � ,tlPiD..TIONS PR_ ONE - , <n :_ � c �T .7 �qn, �. ;pf>•n THE 36 SETRACtr -Pr^ai Tuc r�FiC1PER1'Y
CONS'i?'..1C "T ^ ±i [)STALLS ARE SHOWN OR NOTED PCP' ANY PART OF
.1fit , /r_: _,i t J , ,HALL ,C _
- � ;. '�i �,'. DIRECTION BETWEEN THE DATES �1�yp ANd dD {1d'�94+ __
r t!" Ij °,S. �, _;,_.._!;: ,- .- � - r FROM TF3I.� STJD'(. WITH MY *F^ �'K UChi
BE Ti-sa SAME AS FOR ' ?MIIAFJ
I ( 0 I _r COPY OF THE SOILS REPORT COMPILED ATE LTTJ,_ THE WORK,
W SHOWN ON THE DRAWINGS
D ATE:
,.--;! 4 Ir, 'c i ',c.r iN,i.I HOL IDAYS, RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY (p�z.31�7
R t � RP t fry'
14 = Oki 9A 1,.. RCI,A , :E, � FURTHERMORE, T
ENGINEER, ALONG WITH UiDATE LETTER DATED FURTH
NO GRADING OPERA ''tF•AL L ,P_, ^ME C E; " I: A PREGRADING HAVE REVIEWED THESE GRACING PLANS AND CERTIFY THAT THE LEUCADIA COUNTY WATER
DISTRICT
M , G -;AC HAS A H OWI P THE SOILS REPORT FOR ; QT PROJECT` HAVE
MEETING HAS �E -!� HE G , i, i k if J: !- ,.: FOL PEO F RECOMMENDATIONS INCLUDED IN
, N f &A SOILS ENGINEER, ER, SEEN INCDRPORAT'E@ IN THE GR _,T PLANS AND SPEC �C�ATIONS. REVIEWED BY:
l 5EN' CITY INSPECTOR, M C I VIL a , r
GRADING t �NTRA' TOR A ND r'3FPpt'r:(' F m ,b „Pkrr s1EE ,rTC; NOT BE MOVED OR MODIFIED IS REQUIRED, LLC PROJECT FOR THIS THAT
I AM THE ENGINEER OF WORK PROJECT,
ALL
DATE:
THE -
yam/ , �safi.trCSilG
T I C r LEAST ' 4S wUCOi d SIGNED:
ALL SCH EDULED DL C W1 H ® �
/ Y; .
CALLIN l op
AD VANCE F:'* CALL NG ( 0) 15 i ATE.
R(JE NO.: r 1 m .... _ 863 9 11 .
'" D
+°s PRI R 10 P ICING DI`'N OR f ,�Ed',°E U r ON MATERIALS TO ANY
x
TC:, f At_ ` �' / �� -e7- re )u k 1731 g7 ` 1 - 1
PROPOSE ,_' +`• t !uT?'" %N 4?'F ✓..'F ,• i� Ec;uk.CT TH EXF'. DATE:._.(.._._._ -__._ _ n , , Y e$ / f¢�, SAN DIE UITO WATER
DISTRICT ;
f:F SE r _._... r c.x .f �,��
�!)PN:� R 1 " t � �� s.
O AND 9 , ,r A '=ROM HE � �,� � � G•
'``ETr�" Vi REVIEWED BY: , r �,
�T qOt C THA. DEVELOPER r• 1 �� %
(,rr }(,-5;� FOR , t- F T iIJ HA UL Fhl THE i "t� , _ ^y �'
CITY LN 1'2
DEVELOPER SHALL SUBMIT COMPLY WITH A L .J"IQI a, S AND
SHALL C f I;J r G?t TS :
CI
CITY ENGINEER s ENGINEER }+RAY rr "�'CSE WITH R r O THE HAUL I HEREBY DECLARE
1
OPERATION DECLWORK '. I ` q
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE�
"::1 CO MPLETION Lfi` 1`3 °iL W`'' U't'C THE GRADING ' A5 DEFINED IN SECTION 8703 OF THE BUSINESS AND PR
WITH /
NAL CO G 1 1 " OVAL AND /OR FINAL _~~
PERMIT OUT PRIOR 10 PI NA FAG': APP ROVAL CODE, AND THAT THE DESIGN IS CONSISTENT W.TH GURR NT STAND >N (160)
1 UPON FINAL
RELEASE OF SECURITY, AND AS %'sPCFn 4LrarTF I:C:ATION SHALL BE
Pp STATING: "THE GRADING l.T`�DER PERMIT NO. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS a� 17
5.77' (158)
VIdeD N
HAS BEEN PER° IN `'LISt7TAhd`CIAC BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
� I
it r' Tt}a' Ct WIT'S TwF r.rf_�O ,, n !! N . S SHOWN ON RELIEVE ME, AS ENGTNNSIBZL ITIES FOR PROJECT 3 25 ,51
11 0
bw I' - i''` Al AS 'GRADES -' : n -F _ 56° (154)
- ACHED PLAN X
` a OR PEP OF WORK, OF MY RESPO
�aN( N77), DES %GN. �RE3FES57prr On N
a'Ti _
Fa LiWF^ RY THE ,]Air a n S:Cl,r; - 4 N
WR f} T, - B ; 'h f, pi 4Q�E A. o �< N 15 C I O
_,_.. D A T ":���/ �d
BY: _ _ _-
R C 150 U I
1 b' QUALIFIED F IE WAYNE P� Nt1, 29577 L t 2:1 CUT I
L OBSERVE R.G.E. 2 577 (( N 1a
1 ��
?N OF FILL _ N
l, Exp. 03!35/93 / 46 (150.9) 1 C��� N BE/?M eE�° &qC6 dV17W �PE,9
AND i• t S AND CO S H A LL. L / ° AC O/KE lG J
SL`B {.�. RE "'lRT7 T RMI�E THE 5 � CNI1 N _
/ (f // 5 1 /e � /46 9
BASTION (T _ '0 / -Ifs f- v
SUIT Q
i' ,, c Ij
AC) a r`�
RVATION t AND
� � aION AND THAT I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
GR OR °_
TESTS W =.RE MADE BY HI11 � "DNS WERE " rr� �'_ -- nom W
IN HIS OPINION, ALL E��F:`'= GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE c � s
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION F "� o „ f \�p� (
+r7ATIOPlS 0� THE � \ 3
f OhTS, Pr ` T' C IN At rOR,
SOILS REPORTS AND TI'� '
"XCAJAIILINS AND STABILIT OF THE SITE, I `
ARE S UITABLE FOR sTHEIR ( � Z ara „�\ 147.0 147 p �`f�' ) , 30
" �
r ". 7 r , AIED
1 T THE CONTRACTOR HALL_ PRO c_
E'ENT POI�DeCNG �� � � .yvEy°,sosE�o i�� \`n H - \�•�% 1s
15�
SURFACES TU
TO PROVIDE PUS�T AVOID SIGNARE C ���
SHALL CONTRUI �(�� ODES � 6
OF WATER. HE �HA � - 7
( I L L.
°► \ c� �E`kM 20' �'� -e Z_� STA. 2 +r3 A�802CT.
C1AMA£:'I TO ADJOINING PROPS WORK CAN THE KENNEDY DEVELOPMEN F CALIFORNIA, `��
�,..a= r,' ENT EROSION 1� F ! �' I6 D2WY °E1Z DS
SITE AND SHALL TIV OCR /(/E AY
7720 EL GAMING REAL_, SUITE E 2M Nti', ��C/ % 20'
_'ERMANENT c o 4 F F =147,5 _ !I ��+ 'u \' -- CONST2E/CINEU/ W
O FRESH r OADE'' , I A COSTA, CA 92078 r/
BEEN A
�* N � �� ,I ° - P p.147p �ge8 N OS -7
v M 'f 2 NV h
l '
E FILLED
CTIQN AND (14q� P I O ro
1, IN CASE EMERGENCY WORK. CON TACT ' v
I �•y
A,l?L.E MIKE GALEY AT 632 -8032. t � I L_�� -- I - _ c_
/' v t
•snM THE ° '� P ! W Or � - -
LOOSiE FILL _
1 E FIRM' 2. ECdUIPMENT AND WORKERS FOR EMERGENCY WORK CHALL BE MADE I :3 l 1 � 3
CARIF TED TO AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 1_ m N c S°OUr 9 %rrV" _ pEC?ui , Q1
N
hill AINIMUM OF 90 A T ERIALS SHALL BE STOCKPILED ON SITE AT _ T/OV Oc your Eris O S mot
(��
NECESSARY M
3SIBILIT "Y TO
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF <T z g Q nuS N r�W/,5 I r , , 1f ST R T
C T , � O `43 rcr0 /C � /Gbcv,US S/d V 4k( _ U 2
TEMP DEVICES WHEN RAIN IS IMMINENT. - I4S.2T.G. ArED Rx/rs Ic x x
(n 2 14 4.2LE. (140 / '�/GVTT �, IV J
W Z W
. L. °NO
3 DEVICES SHOWN ON PLANS SHALL B ez/y — � h��
<;. Fr - x_( TO FINISH WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. - �: ' G
A �"} CROSS - > a 1 v
I S 2.1 F
,
_- r r t � U m 0 ILL ro
PTBANKPtIN' I, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTR ENGINE, Q3 � W�
By T F THE CITY ENGINEER
(130.0) 144
�[- TCD B, THE O WORKING ORDER TO THE SATISFACTIO
,, - "sERLY AFTER EACH RUN OFF PRODUCING RAINFALL. N� (A 47./
• 3TE MATTER / -_ 142 TO!'$E2M
WHICH ARE u- GRAPHIC SCALE IN FEET Xtt O �34• --
,. THE CONTRACTOR SHALL INSTALL ADD EROSION CONTROL — _
t � c
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO �� ` � < <�__O
AND DISPOSED 138 v \
MEASURES J
ROUNDED IN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 0 10' 20' 40' 60' 80' N N
�T /E 6 "PVC ItiITO
C Row Ot rCH IZt✓fV vE rz T , ,
WHICH MAY