5929 WQRK TO BE DONE :
L.
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE
DONE ACCORDING TO THESE PLANS, THE CURRENT SAN
j DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
GENERAL NOTES N SPECIFICATIONS, AND SPECIAL PROVISIONS PhR
40'VC Q IMPROVEMENT OF SUBDIVISION STREETS AND STANDARD
REFERENCE DRAWINGS.
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF /001 w ./. 10 W Q
PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF- P/; 12 * /0 P/EL. /1005 Q 15
WAY. LEG
P./ EL. 9. 47 Co � � � �N i
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN /�� O 43 (ZS U�
DIEGO COUNTY STANDARDS AND AS APPROVED BY THE �9
MATERIALS LABORATORY. w w0 Q� PROPO.BlSO CO/VTOeIR /SO
3. APPROVAL Of TMBS IMPROVEMENT PLANS AS SHOWN DOES NOT ^ W - /,V* C Z
01V7
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF Q Q M O r O
THE PROJECT BOUNDARY. t� O g 4. , k6 41 i ii O 4 1 O * O C9 P �I I S' /$' CUT CA
°/�
N N �9 N I�j h \9 O O EM PROP08ED ZL EVAri0N3 O s
1. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY f7O — w �, w Z. �. w
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 11 121 , r R/P - RAP (p -
CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. TRAFF /CQ4RR /ER /' z 2 /. A.C. )49Y /NC3
5. THR BXISTBNCB AND LOCATION OF EXISTING UNDERGROUND v W /�� 1612.56 T.�I/
723 X TtMI• Air�CAlAlul �� -lr—
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A Q4� 2.33 1 I /00 YR. B TOIYM INGA141il N
L .£.° /63.42 r. 9' I
SEARCH Of THE AVAILABLE RECORDS TO THE BEST OF OUR _�� 0, & D•S �. 2/ AREA
KNOWLEDGE THERE ARE NO OTHER EXISTING FACILITIES EXCEPT /N6 U TYPE HEADIVALLS CO 35
AS SHOW ON THREE PLANS. HOWEVER, THE CONTRACTOR IS �— — -� � -- �— /60 _ AVIN49W !J //�iGlaG4L L WIAW
ALL —y EDGE A HIVEMENT
REQUIRED TO lAKi PRECAUTIONARY MEASURES TO PROTECT w D.G7 }�
ANY EXISTING FACILITY SHOWN HRREON AND ANY OTHER WHICH PROPOJED it All � 2/ '¢�
IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
6. LOCATION AND ELRVATI ON OF IMPROVEMENTS TO BE MET BY WORK �EYIST. GRADE _ T �'7 LEGAL DESCRIPTION
TO Bs DOME SHALL BE CONFIRMED BY FIELD MEASUREMENTS / tlh h F ,
PRIOR TO CONSTRUCTION Of NEW WORK. CONTRACTOR WILL hQ �9 LOTS /�'t, SEC. 8, 7
Mil EXFLOMATOMY EXCAVATIONS AND LOCATE EXISTING �h' th' R3Wj PCL.3 CBS
UNDERGROUND FACILITIES SUFFICIENTLY AHEAD Of 2.5 , � AP N 4- 240-04
CONSTRUCTION TO PERMIT REVISIONS TO PLANS If REVISIONS V $'
AMR NECESSARY BECAUSE OF ACTUAL LOCATION Of EXISTING
FACILITIES. S ITE ADDRESS
7. THE CONTRACTOR SHA: L NOTIFY THE SAN DIEGO GAS Ni ELECTRIC PRORL E 5ECTION A - A LAME JA RD.
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES SCALES HORIZ. /" = 40' SC / ENCINITAS, CA.
AND SMALL COORDINATE HIS WORK WITH COMPANY REPRESENT -
ATIVZ8. VERT. I" =Q'
QWNER
NOTICE: ALL ELECTRICAL ANIEL W/6GAND
CTRICAL AMD GAS SERVICES WITHIN THIS ENC /N /TAE CA. 92024
PROJECT ARE "UNDERGTROUND.INSTALLATIONS" FOR LOCATION Of P.O. L30X S75
ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES ENCIA1 T
CONTACT SAN DIEGO GAS i ELECTRIC COMPANY, TEL.: $00-422 -
4133
I
S. THR CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENT- Ay/NG I LL f
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT
BOUNDARY AMR "UNDERGROUND INSTALLATIONS" FOR LOCATIONS NOTE° ' THIS WATERCOURSE PERMIT WILL DECLARATION OF RESPONSIBLE
CHARGE
OF CABLES AND APPURTENANCES CONTACT THE PACIFIC 0 �� ° ,`•; ! �°g•�;.: 0 8
TELEPHONE ODIIPANY, lEi1 $00 -422 -4133 0 0 e � NOT COVER ANY CONDITION OF j
9. IT SHALL Bt THE RESPONSIBILITY OF THE DEVELOPER ?0 4 ' THE FUTURE TENTATIVE PARCEL 1 HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE EXERCISED RCSPONSISL! CHARGE OVER Till DESIGN OF THt
CONTACT THE UTILITY AGENCIES, COST THEM OF THE n DO 3 0' X/ y '1 MAP RESOLUTION PROJECT
AS DEFINED IN SUCTION $703 OF TIE IWS INtSS AM
IF NEEDED. I
PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, O D 0 DOO /� \A CODE, AND COD AND TNA1
THE DESIGN IS CONSISitaw WITH CLIAIIUW
L STANNIRDS. ,t
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE O \
"UNDERGROUND INSTALLATIONS" FOR LOCATION Of CABLES AND �1/ ' I UIN> STAND THAT THE CHECK
OF PROJECT +YbR11 IIWS AND
APPURTENANCES CONTACT T.M. CABLSVISION, TEL.: 436 -3693
72' /(v �/ St[C 1 F I CAT 1 ONS NY THE COYNTY OF SAID DI E00 IS I:�NF 1 NEO 1['0 A REV 1!M
ONLY ANSI DOES NOT 111141.,1 11110% ME, AS ENGI OF WOAK, 0P pY
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE 5 I%CW MSISILITIES FOR FM1i K11ON.
SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL CQNSTRUCT 634' HEADWALL /
SOURCES SHALL BR LOCATED WITHIN THE DEDICATED RIGHT- W1TH 45 N/NGWALL.S AND gY W yap DAIS /6
2� 7
OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE COUNTY OF ��
SAN DINGO / TON RIP-RAP 2. A!3 TRAFF /C BARRIER ON
DEPTH 4.3' TOP PER JTRUCTURAL ,p I RCt NO
12. SL R RAT1 ENGINEERS PLANS.
p a �. , k qt `
- 1 1/ :1 FOR MINOR SLOPES; 2:1 FOR MAJOR DETA /L A �, 9' � 7 I h _ co_0
CK
Z�
SLOPES I Al 1 � A = 1' '3
Fjyj� 2:4 Slope Deviating from The Above O WNER ' S CERTIFICATtt
/
Will Require Approval of The R 6a
Director Of Public Works After / ° L
Mview Of A Report From A So11s ineer. SME IT IS AGREED THAT FIELD C a C OM MONS MAY R EQUIRE CHANGES
TO THESE PLANS,
lolls En 1 � S/' � I
9 �r /"� � IT IS FURTHER AQRiiO TINT THE OMMR (DEVELOPER) SHALL HAVE A IiE$IBTgIiD �
EXCAVATI i C.Y. 9 PRIYATE JA CIVIL EMGIPWR PON SWCM CHANCEL, ALTERATIONS OR ADDITION{ TO
TNRK
C.Y. �
FILL: .Y. / h1 �� �� \ l Dh/G.G -/4 N
1 A ' Z*Ml PER S TD PLAMS WIICH THE DIRSCTOR. OF PUBLIC WORKS DETERMINES ME NECESSARY AND
SIEE QETA /L _
DESIRABLE FOR THE 11 0 COIDLETION OF THE IIpROMEIIENTS.
I NERESY ASRUE TO COMMENCE WORK ON AMY IMPROVEMENTS
••MY1MN : A Separate h1 -
LAKE %WK RV AD C,/ SHOWW ON THE PLANS WITHIN EXISTING COUNTY RISWT-
Permit t M Obtained for Waste Or Import N ° E /�2En
i1 / Of
WITHIN 60 DAYS AFTER ISSUANCE OF THE CON-
Area.
R EVERY NORMAL WORKING DAY S UCH
UNTIL C ACTfill
ON OMPL 76D
Y
SPECIAL CONDI OM
THIf ANY ARCHAEOLOGICAL RESOURCES I RRESPECTIVE
ARE DISCOVERED ON THS SITE Of IS GRADING DURING W1 Jnf o AS SOC I ATED WIT A ,
GRADING OPER IONS, SUCH OPERATIONS WILL CBASR , l o PALM TREE �� J / `�' IS R TOR
11NOER MY
P INDEPENDENT OF ANY OTHER 1rdRi
IMMEDIATELY, D THE PERMITTRE WILL NOTIFY THE 1 TO REM4 /N / `VICINITY MALT � �1E A p.'
DIRECTOR Of P IC WORKS Or THE DISCOVERY. GRADING S// \� / VICINITY 1' I IY' f OMMER:
1 / S 0 CIO'
OPERATIONS WI NOT RECOMMENCE UNTIL THE PRRMI ?iE / N• �a < 0 ADDRESS: BOX 515 ENCINITAS ro 92024
HAS RSCEIVRD ITTEN AUTHORITY FROM 7HE DIRECTOR OF \ / /
PUBLIC WORKS DO 80. I / Mo.29577
' '
• � � ASSESSOR'S PARCEL.: 264 - X40 - 04 (D
gild 12' .' t PLAN �� w
SCALE: /'=w / Z
PRIVATE CONTRACT cD
/ Z
PERMITS WORKS 3 U I
/ SA BLIC DIE SHEETS
TYPICAL XSECTION / PMSCO ENGINEERIIt�i'i DEPARTMENT OF REZONE PERMIT NO. p,1,Lf� Q
N I
NO SCALE 535 K NOW 101 SUITE A GRAD I NG U — I
SMMA K , I M 92075 SPECIAL USE PERMIT NO. N /A (A N
l TEA. 6i9-Z59-8212 TENTATIVE MAP NO._ _ TM X8 - 115 WATERCOURSE PERMIT a a0
MUNTY APPROVES CHANIC3ES 9ENICH MARK ..Ir'
;� \ CALIFORNIA COORDINATE INDEX: 1701-
u N.. D"e:ripi"R ANr"..i W "M
D
Q �� DESCNIPTION: 0 0073 - CH /S. 8[i. TtlP NdNL. IMA&EA Ah. «d G BOWMAN Egirwa°Iwork:
t (Q
- DESIGN TO
RE BOX N W /STEEL FN. PSr. DIRECTOR OF PUBLIC WORKS C�
R.C.E. 28577 H
fi CULVERTS LD TION: 3W c O1t1I[R / E L c�kA4lA/O AEL Nou4 B+ _ Anwi
be o
RMO SAV rA ON Rp. 23' N. fill E.C.N. tE
SAN MESS CO. V CRT. OIVrROL A erUM r S8 I I S YI W
RECORD FROM: a,r '-•-
ELEVATION: 119.47Q DATUM: 4/ &122. ' t3 7 ►wmit IYe.
W
FILE NO. PE-C95 i
W33 R
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s -I $ bQ.�e v P � o �
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5 (o G' ZB c c—_
l(r oe Qoo.n mcrfor �o:.r roo
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n; /' ✓ vh+Pn 0 4 24 1S y
C� ✓crticn/
or s /ab rtsn* �o�c. S /ab retier ser -�
lop o� rou ■ N
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/p I ! -- - _ -- ..._ - - - --
l7owe /s $ f {. h ni, 1.... —�. : , 0 tieY S Lr.7G ytrf 5G' 8 "a,c
I• CD QTS o wrl I ; Yertica/ 4' I �.� d -
4 C
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, ✓� — �0 �
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1 , U l- #6e ear, 3-5 ;� ,� /,;Or7 J3' ''� /1 "GN1Cl I
r 6 "x p/o ` `/o w w ° ! 6' o• l 6 C „
Elev /S2, Z C o.�� key �f`�
2x4 t?• w Y
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S) D E WNL 1._s E C ._(_ 1 O N �/ E ND WALL OF C 1/ER T AFC T /ON S l - , -- �— _ s l SEC T/O 1�
— - -- - -- — ,.G IrlrS i- —'�- t\i - - - - --
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3as 9i apin9
7 es 4jYL° lo" oc
yt/;nw w✓ /ld 45 = I Plan
Ou - y/et �\ N offer ophrnvc C / �'�\ I x
be use
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•- -•— -.� - r — ( v ( i
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r � 7 - -:50,-n or 0-f n /e e - I � 4�0' co /2' °� Clifo� wL
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— ba rS I -/ a' w.LT — — -- /, ¢„ I F /VK/
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7.p
E le .1 /G /, oz � ® ( I I
:siMj lct✓ Gr/e'r l tvr I
wed
Wood
13 A
S�o�e /or o� lMl — �� /f ltot •.•�ed `ryt,t7 �I� C `I~ \
• / ��
IhLOr�z 'fS G•' 24'a! .I tJ- ra x-041 J m' /ooe
W /
�1tt i �1s• // w �, � �, P ny wall �
u", 1 o//
a y
/L / - � -Face o{
Caursc; 07 a / ia6 // ao 0 w //s. Rroiect
''" / p /yvLOC+_l ,f hcr,z ®
_9 bars e/
I �I. p 24-D roua/;uo
4 I C
a
Iz�
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)
# r u Z = , 0 5 bars (9 2.4"0e \ f° d /. by e!` pFEtS } OM 4 / „ � �
1 6 Gro I So✓th d .� TYPICAL /NTfR ECTIOIV o �.sa L ��k SCO /e 'd /- o /
N /L 'LOc. I -
ry I /ev / G T
ON IT E wo %/ �l�l s l Scale I = J -O �� �G
—, t Z% /sl• � y / 6 x 8 r/ G doa b /r ic'roe
4 " 46
I
D roLr� fivor .� c ..✓vr// tr) I m �. n e.,d bo.,d Nc 9
�i
/7owtlS i 2r I, .t O I le a , /.: /, 69 � I � ' � bear," units or ;
=G bars ` o , f`f G hays cal �
o I ,i J /G• 8 lG co %.,+.,
a " o c o y I t I � Units. •/'o /e a a e E EXCEPT AS NOTED
V Q 7 hors 4N O G /Car v�.fra/
it
V open /"I
A3 6 a o�p o x
rt
' " 8 ate. ` h
/411 O G • I I i I I - _Z �. PRIVATE CONTRACT
- -- \ /2 ..r /1 ". wtb no
F
I� rfian of a„7 PERMITS N T C/ - /N/T S
,N Lc %✓ l 441 I _ �. 6 /00 croranJrr JI^ �OFPARTMENT of PUBLIC NORlCS sN
r REZONE PERMIT NO. WA
J SPECIAL USE PERMIT NO. /JA wAMWOMM PERMIT
J �o e {rJ ( TENTATIVE MAP NO. ?l'1 "Il5 T
Box CIA v�e I
Sp c Orr I M p ` 'E /c v 148. sB /' G'' Z = 2 " o �- 3t 5 SP4 fer ! C I T Y APPROVED CHANGES BENCH
MARK W
bwr5•
CALIFORNIA l 00RDINATE INDEX 32(0 - /70/
me. Description Approved W Don
Cll/ ENGINEER
E
DESCRIPTION: 3!-IEET 1 rM!w« ..�k. _
SE ROBERT A. WARREN R4 M4 I `
{ I LOCATION:
SECTIO TIO
A S 4G = I
Grading
�- s ., �� C N RECORD FROM: _
ELEVATION: DATUM: 10( a .,r,,;, N.. Hl -045/ to
W '
FILE N0. PE -38
8 053 R
i
i
GENERAL NOTES
h?rrN RCED AN .M . CONCRETE BLOCK MASONRY
PGAN T
2=0 1, Concrete shall have s minimum ultimate compressive
1. The concrete block masonry shall be hollow load-
" 4' A"
strength in 28 days of f s 3000 P.S.I. It shall bearing concrete masonry units, normal weight, in
be placed under special continuous insneotion by an accordance with ASW C-90 Grade N. They shall, be
placed under aneoisl aontinuoua inanention by an
2- "�$ bad \ h 1 inspector from an approved testing - inspection labor-
_ 1
O l ap 'Z story and shall be paid for by the Contractor, inspector from an approved testing-inspection
lab -
\ �i 1 oratory and shall be paid for by the Contractor.
.1 , 2. All reinforcing bars shall be deformed and shall
. 11 s3 o .ff. I j I — o
meet the requirements of ASTIR A 615 Grade 60. Un - 2. All mortar shall be type ll with flush Joints.
#5
less shown otherwise continuous bars shall be lapped
' I 3. All grout for the 16 11 wall shall be laboratory
1 _ I Horiz•i #5 ` j ! 30 bar diameters in concrete and 40 bar diameters in
a5 Shown N 3 designed for a minimum strength of 3000 P.S.I. in
Vert Near A xe a A� aC. I
l ap
Ce 4 E'2 .O 1
concrete masonry with a minimum of 1
•fw o'C. I
b4r3) — _ . - -- _— I._. 28 days. Three (3) teat specimens shall be made
E
-- I
3. All molded wire fabric shall meet the requirements of for each days pour. They shall be covered and
kept
ASTIR A 165. Lap fabric B" at splices. Caro shall be damp on the Job for 48 hours, then stored in
the
taken to insuro that the fabric is in the center of " . laboratory damp room. One shall be broken in
7 days,
N!!i %q 4,21! the slab being reinforced. another in 28 days. If these meet the requirements,
i
A the third specimen may be discarded. Copies of the
' ^ T /Oi'�' 4. All roinforcing and fabric shall be fabricated and
2 i teat results shall be sent to the Contractor and the
I _ I placed in accordance with the recaonendations of the
- -- -- , --�- '— Structural Engineer.
American Concrete Institute (ACI 315) and (ACI 315R)
and Concrete Reinforcing Steel Institute "Manual of 4. The grout for the 8" and 12" walls shall be in accord
-
Standard Practice ". ance with Table No. 24B of the U.B.C. with a, minimum
strength of 2000 P.S.I. in 28 days.
5. Provide 3/4" chamfer on all exposed exterior concrete
y' corners. 5. All grout shall be placed in continuous pours with a
maximum height of 4'. AM time a grout pour is stopped
Ciri'r'I ct JC e bo /•ff 6. The hooka in the slab bars may be turned from the
6cr /dc�.� 1 z e. far sore than sae hour it shall be stopped 1 }" below
vertical to provide the required clearances top and
¢'' ¢ s i p s �• t / FjF the top of s unit. This also applies to the top of walls �
N / bottom.
i a N 9•'6 S3 ure - !'rewf over which a concrete slab will be placed. Tops of other
0� G tcr �6 7. Wall Drains - Backfill and drains shall be walla shall be
5 ,_ 4 „ C grouted flush with the top of wall. Grout
1 installed in accordance with the letter and
\ i -q,/ Z"G figures 2 and 3 addressed to Bruce D. Wiegand, shall be consolidated by meohanieal vibration
during
Inc., from San Diego Soils Engineering, Inc.,
0 I �� D.F dated August 24, 1988. placing and reconsolidated after excess moisture has been
I
absorbed but before plasticity is lost, approximatel
I R7; Q F �. A11 EtP.sa� , �irt..c sur4e.ct�
� r 5 or 10 minutes.
A U �.,,yw'.
gE RW6# 6. Vertical bars shall be fixed in position at top and
AND PSE33URE
TREATED bottom and at intervals of not more than 192 bar
diameters.
e Post I
SEG % " /vni s•z
I
i
I
Qa pFESSIO
Soh
s ,
Ejo W i
f I
Y n
G SCALE %2 = l 0
i
i
PRIVATE CONTRACT
PERMITS Wry OF
S — F. I DEPARIMEA/T Of PML /C !��X5
REZONE PERMIT NO. N/A i
SPECIAL USE PERMIT NO. 41 WATERCOURSE PERMIT
TENTATIVE MAP NO. TM 83 1 V`C
CITY APPROVED CHANGES BENCHMARK Box /�/ (/ G
CALIFORNIA COORDIN (� INDEX
Ne. Owcrietia A"r"W by DM,
DESCRIPTION: 5EE SHEET 1 CITY ENGINEER jWA E�
IROBB A. RREN Ra.. CW k
IOCAT10N: C) ,� �' 1'� O
RECORD FROM: Geed” W p- 0451
1
ELEVATION: DATUM: I +/, /"
W I
FILE N0. PE- 9B j
8 03.E R i
J