41 - �. .... .... "art..
l
NIOROFILNEO AT 1
2411 REDUCTION
AIL
r
1m 111 ry7pt p
p11T1 rl,lr�ry +P�I+j�i *f +jrnl +lrjrl+ T�nll ,1r1,11 ,11111,1Rr I " 1 m il - ql ' ' 1 I 11 1 I I + rt l l T 11� m�m� � m
T r r I n l� ry In� 1 �. 1 rt rt r� Tmt i 1 ( h I I r j nj� j I I� I jTf I I j I I I j I 1 j Ujln ry, !1! IIIj/ inlrp qrj! i 111,111 111,111
grll IIIIq,. ti rnjgl tl,l rpjln'pjl rlrlrll � 5 Try r
' l E • 9 9 9 n 11 1 1, I r 1 11! l i f t I 11 r I, I 1 I 1 ,ill ! r I II! IIILI.r, I 1 11r 1 rL{r�1
r I� 1 !!�� i I I I 3 I w I�},j(�.L I , 6 I 111 7
!I[Ifiiiif[�{�yjj�y ' W . I . I)�1}�1 • (. 11 R.....ld Rf� -1.1.1 _. L!_Il�., (l.I •d,TfM j , ._I.a.l a{ {� 1.. -Lt ll
C61.
INDEX OF SHEETS ST tta01 rldHT wan ,n.L
STATE OF CALIFORNIA n So S -SU -141121 1 141
MEET No. N TITLE PAGE BUSINESS AND TRANSPORTATION AGENCY I Cbd
n SHEET No. 2 -3 TYP=L SECTIONS A Q
' 4 MISCELLANEOUS DETAILS DEPARTMENT OF PUBLIC :WORKS
5 SCHEDULES - DI VISION OF HIGHWAYS
6 -46 PLAN & PROFILE
G' F t • 47 DETOURS
" 48 -49 INTERSECTION DETAILS osoc
5 -56 CULVERT PROFILES PROJECT PLANS FOR CONSTRUCTION ON
I' • 57 -59 CULVERT SHEETS SF
• 60 DRAINAGE GRADING PLAN
' �' • 61 -85 ENCINITAS CREEK BRIDGE PLANS
SAN DIEGO-COUNTY - -
sRR tllOIMTT
86-108 SAN MARCOS CREEK BRIDGE PLANS HIGHWAY
yy 109 -131 AGUA HEDIONDA CREEK BRIDGE PLANS
I
1 ` 132 -141 SPECIAL DETAILS FEDERAL AID SECONDARY PROJECT L.A.
LIST OF STANDARD DRAWINGS G
I O STATE STANDARD PLANS: A62- 32 82,362 - 1i
D73 - 6, 080,D81,D83 2,D
64 � )• — S U -1411 ( 2)
,84- 1,085 -I, 1/
{. D88 -1, , D90 -1, FSI- 2,811 -37
EL CAM I NO REAL - -
ti E L (R S 1 800 I) .Taw`�. _
BETWEEN 0.3 MILE NORTH OF ENCIN ITAS BOULEVARD .�
fJ 7 / YWaIY<HIMG! 1
NEAR ENCINITAS AND CHESTNUT AVENUE IN CARLSBAD Y \.. v.LLaT SA DIEGO � .YC +Yryn
I` caxn. _
eaauaw Y.«
` n<e« DIM
x P.,,uY
To be supplemented by Standard Plans dated Jul 1969
yr« jBCWOY C'
V H .mum. .m JYN.M ulw[n a,ao
i t.anu, COUNTY
I .au mNLIM, m.wv ` reu+r w' - �
x LanlY
09.2, AA
END WORK iN,!lILM a.LY1 L. r , °,,
�T 536 +79 R.S.1800 1 n<a.x awx I �+ .�. Im YL
JAMUL
LcTy uvr[
16aTY
q Y E3UC
,� �. I 'RIO , ° t AOtlA M'fOIONDA G — ��
it ;y BEGIN WORK 1 '� `� � . ,
18 +50 R.S.1800-1 0
1: o.
* • i CITY OF CARLSSAD
1 1Ao ?A,
COUNTY OF SAN DIEGO
ACTUR o11U1IrFV Foologgea
� CONVENTIONAL SIGNS
-- - -_�
Dot" Una _ -. _ _. _ Travel" w" �
,- ulF or Teas IJa1RS Railroad TroeAS ONO zvclmffAs
3 _ To -ship Lies ( ' SCALE 1N Mums STA CjLL.FFORNtA
r Sed1aI LMe 1111— Calvert p== = = =___ p
ergo Gra Iles °_- _.._ Crap M
F , 77
eReo_- - — . —.,_. PaarMe � '.'�/1L`�
Gword ROR v-s -rYry abacwnly ttre at no
_ -- - -- - -- T~40- arSWDAORa f k 4 - _ ` 12.13 -� I Cwl'a" 'I[ansa N ,
IY I: Rhaewi YEAR COAYI?CET Iltlwa
i T � Et4O\l � . 9.82 MILES
w
8 28 1972 _
F!e r430 '
Bid i9m '
_. .., .
cap tA- $."oko r aw. AWWA vnvh Core - , - - F 1pJ.FN61 ,. 81119- NS4801 - rYa.w+[wYY....,,
�8n0
- :SI<Snit[e- Curinuad R.O. 1800-1 S C12110 RUL
K
fILC NVO [[[l I YY YE56al 9'ICSn1VYS- C[r1[
.. -. ... - �_ uu wnn nrt 1Ya RaLYlr1IVY _ _
NoText
MICROFILMED AT '
24'1 REDUCTION
. 111 1 111 1
1 111111 I 111111 IIII 1 II11 11
I 11 11 111111 11111 111111 1111111 111111 11111 1111111 II Ilrl 1111
-, ,,p'D q11 r1B ,T, ,p rll p y, ,11 ql q1 Iu 1p Ill q, ql 1p 11f .p gulp gllq, glg1 gllgl IDI'I' H'I'11 A li, P 11111' 1111111 1' 11 9' 1 '' 1 'I�t r 11 'I�'
1 'i' 11 'I'1°l r l l l'I' ' 11 1� r l'I'I' 'I'1�'I'I'I " 'I'I' II'1'9 •9'I' 11 ' 11 ' 'I'I'y ' 1 'I'I' ' 11 1' I' 1' I" 11 1' 11 P 11 1' 1 '1�1 11 'I'I'1 111 1�"I 1'111 I� 1 1 1
1 1 I�f I� 1 1 I� I I I I I l y I l l l l y I I I I I I 1 1 4 1 1 1 1 1 I¢ I I I I I I� 111 11 i� 1 1 1 1 1 I� 1 L I I I� I I I 1 1 1 1 1 1 1
I- tt I I '+ 1 I I i 1 1 11 }� I(�-�pN�N���� I Q 7 Ago }j !?[t � I ^M.I^� �•�.i
��C����y1
1 I I I fIJ��W4lf ttl J�{di1JiIJ�I��1111II IfIJJ.11111111111 J�I F111J11JIIJ�l1T�ldflJl {II�IJIIi UIr}}I��IdflJilml�rlJllf Ellj}EJIIJIIiEY�YE�11 bIJ r1�NYN
JIIIh IETTI��If 111J11 rrT�1f�I Jllrl ll �lr1� {JflJrlE}TITf:111111111 ETEITT�If bI J1 {iT TAI, lil11r11(1I�11f Ll1 l IB�i1. LIJfS3AZlII113111il1) �IlllilElllilllTlSll�di111 ,11�h11JilIbI
TIT111b Id Il1(t I77il3131ililJi17rli1111 h {JihIIJLIJL111 iITIId IIJIIJ7�T.IJ II.hI
TED. WD FEDERAL 410 i6QL SxfFi TOTAL
- 01ST. tOUIItY SECbOY On. X0. Si3TE IROJECT X0. YEAR 00. SHEETS
II SD CS , .n 1 7 1 CALIF. S.SU -1411 2 3 /Q/
COUNTY OF SAN DIEGO
:CI!X. COUNTY EX NEER x. C.E. II458
CL JOIN EXISTING PAVEMENT -
149-52 TO 151 +75 STA'[ OF CALIFORNIA
E PE "E" CURB '.
%ISTING TYPE -
.. - .. . �� .. .. .. ..... 391 .. .. ., .., _ _ _
_
'4' 1 VARIABLE 31' 31' 1 - 8' '4' r p3rovYa !.. /L.R Is�
SEE PLANS PROFILE GRADE of ectY a
DIST. VARIABLE 213.06 TO 216.15 1.t A te.et Ir E q�nROr
2% 2% SEE PLANS tiv11 E "q ovi. t,rmY• Xo. 6522 _
77 L._J
III COORDINATE INDEX
o ♦ 1 ♦
° Of ♦
LL 7 tl. PROFILE GRADE
0.25' A.C. \ - �
1 39 - -_ `
0.50' A.B. CL.2 �
TYPE "A" DIKE 24'
w 1.05' A.S.B. CL.4 TYPE "A" DIKE WHERE �•� I I I
INDICATED ON PLANS
r STA. 148+40 TO 151+82 ♦ //- ___ __
L 0.25' A.C. - 0.08' A.L _
�.1LA111tB' L
0.33' A.S. B. CL. 4 \
.r _ : ° .- 0.50 A.B. CL.2
• \ ZV ;M -
-. ... � iu«az .. .. .. ..�,. .. - .. .. 0.90 A. S. B. CL.4
ZV DIKE WHERE _. .....T "A" DIKE WHERE ._ .
T
INDICAIED ON PLANS
�e�z•
17' 41' 40' INDICATED ON PLANS
10' 1 24' 1 7' 7' 1 24' ql 3' i STA. 213+06 TO 230a00
. PROFILE GRADE?
TYPE "A" DIKE WHERE 39' 39'
_2 -Z% I INDICATED ON PLANS _
♦ O ' 1 I ' R I. �' 4 ' 8' 24' � 24' - _ -__ ,...II 4' 1
L_ 0.08' A.C. 7 i � PROFILE GRADE
��� 2A
0.33' A.S.B. CL.4 IIF
0.25' A.C.
TYPE "A" DIKE 0.50' A.B. CL.2 2% 1 _%
1.05' A.S.B. CL.4 ♦ �•y /� 2 1�
j 7 6 % -.�.
STA. 151 +82 TO 158+57 (BEGIN BRIDGE) 0.08' A.C. JJ 0.25' A.C. I -
0.33' A.S.B. CL.4 0.50' G.B. CL2
.. _ TYPE "A" DIKE WHERE
INDICATED ON PLANS
EMOANKPE TREATMENT
_ _ 271+00 TO 272+00131.
.. .. _ 285.50 TO 289+50 RT.
' -
`
17' 41' r PROFILE GRADE _ 53' 4 - STA.. 230 +00 TO 323a00 307+50 TO 309+00 RT.
10' 24' 1 7 ' / 7' 36' 101 _ _ (WIDTHS VARY 319 +00 TO 323 +00
SEE INTERSECTION DETAIL SHT .49)
2%
I LL 0.08' A.C. Z '7 TYPE "A" DIKE WHERE ti
0.25' A.C. �. .. y INDICATED ON PLANS 7 369+50 TO 372a50 RIGHT
0.33' A.S.B. CL.4 2 / 39' &VARIABLE 3 DAYLIGHT CUT EANK TO EXIS
0.50 RGADWAY.
A.B. CL.2. / - -i \\ .
- TYPE "A" DIKE L '�
I - 0.80' A.S.B. CL.4 =� 4' 8' _ R 8 1 7' 7' 24' . .8, 8
CARRY FULL STRUCTURAL SECTION TYPE "E" CURB OR VARIABLE VARIABLE 7
i THROUGH INTERSECTION 163 +20 TO " t - I PROF GRADE �,-
TYPE A" DIKE WHERE 10' _
167a50 V INDICATED ON PLANS 2% 2% I: '+`-% VARIES
III I , STA. 160 -43 (END BRIDGE) TO 168 +00 - ♦ ♦�� ♦' 008' A.C. 0.25
E TYP "A" DIKE
IN CUT 05 A.
-10' SETBACK 365+50 AH. S
L O.33'A.B.CL.4 0.50'A.P. E 'S.B. CL4
I r PROFILE GRADE WHERE INDICATED
- I 17' ON PLANS 41' / 13' JOIN EXISTING PAVEMENT B,
I CARRY FULL STRUCTURAL
I 7 TO' 24' 7' 7' I I SECTION THROUGH INTERSECTIONS
AMPS 20' AMPS STA. 323-00 TO 536 7 .09 TYP DI
4 VARIALLE AT 20 ,VARIABLE AT 4'
R I R
2% I 1�
EX T. A.C. SURFACE PROFILE GRAD + +
2% 2% E oA.. K E
1 6 RF+:%ia 3dN f_
♦ /
I ♦li
TYPE "A" DIKES
♦Iti
` "3,' ♦ / 0.08' A.C.
/ 7025- C. 0.25' A.C. WHERE INDICATED . CARRY FULL STRUCTURAL „ INDICATED ON PLANSE 0.90' A.S.B. CL.
4 J �
0.80' A.S.B. CL.4 0.33 A.S.B. CL.4 r �0. 50' A.B. CL.2 ON PLANS
.6. CL.2 q fl 1 E��a1" 0.08' A.C.
' I 1. ! 0.4Z• A.S.B. CL. 4
/ TYPE A" DIKE SECTION THROUGH INTERSECTIONS PALOMAR AIRPORT ROAD
11 -STD- 1411- CR,Gbd I- G ' �T TRAPFiC ISLAND DETAIL (Sheet 2 of 21
STA. 168+00 TO 213 +06 (SEE INTERSECTION DETAIL SHT. q9) _CQNI�.�'�-= :% -�iZ
YEAR COMFLEIE AIRPORT ROAD
F 1411.10001 11019- 134801
EL CAMINO REAL RS.1800 -1
SHEET 3 OF 128
L_ t
R.S. 1F40 -1 ::1 C,0:INC RZL ..nc lnitm- Carlsbad
- .icin Lkas- C
FILE X!IYBU NWE ANO Of LLRIIIIOX IllE NUMBER X AXF AXO O E S CRIII ION -
_ .o 1 • �2 1957 u / „ Fm :.icinit: > Blvd. Case 1 1 4.42 ".13 PCIL2" ConatructloD Plam _
(Forr r w, f _rco.:dJO to Ciwstnut For .a Canino. Rost Uctve"n 0.3
,.. .. • Ffilo I:orth of ncinit.r.: olvdf
4 3'. C� UV 09 4 I Il:a o
r nciniw, and Cncotwt -
4 1a n St. Sn ctiol 1 ^ C L.. orhr• .t Ii Lvc. in Carl.b:,d
1 +1 STCet, I (p1,°ets 1 Yhroa, ^h
% 60 of 141 to -
.. 1 Ric Av d Ra. Div. 1. - - et 49,1 and .Shoat- 132 -
I� "T rov;h 141 uf141 -
::Lre; hoeto I x, 1. 1 to 128 on r tton
•; ;� rtur. .vd" :nxv tur: f11'oo 141 on :op
MICROFILMED AT 1 . '
2411 REDUCTION
,IEEE 11 Lr llf Ilt fP 'p +p ryf qL E!figf qr ql ql ql f1f ql 111 of 111 Ilf Ilr Ilf fll Ilf 111 Ip 111 111 r l 1 I I 1 1 1 I l l I 1 11 1 11 1 I 1 1 1 t
11 11 1 1 11 III 111 I I 1 I I 11 1 I' '
I'I� i'I'I'h'l'�I'9 'I'C'I' n'' I' I�' I' I' I''t' I�' I' I' I''1'I' 11111 111 pi'�'f 1 vpP1'PI♦�'Ig 11 'rfq'�'I'pP� 111 py
rlgEI'plEy pllp Ep ql 811E grlgE gllr r gulp prlr r grlrp rpl' 1 p1Ep qrl 1 fE1r1 1 rpll I grllp qrl rlr ql qr r
wa 1 I� 11 11 l� l � I deea I op I p I [ p � pp 1�.�. 1 I da 1 ` ' y P I ' t ' I' I' 'I'
1 I 4611 1 pp I' I {� , Q I 1j'I'I'1
(t � a Lal u. ^� I ��11 11 11' lE,E d .11.1011 I �� w � n � I I�
L,. IYl, L.. L.. L.. L.. 1. r. 1. aL. J.,. Lr .l .r.l... L,J.,.L.�.1...1...1... .,. r. �• 411YIr L IIIdEILI� IILtYIilLL.WI�111�111lI1t� LU1�111I11�1YI1il11111
)il�iT1IXIl�ilYI(R 1iYIafXIJY)Rf tYll4/Q EIWE6I1}Y Y6711E�il1 IIEI16IIYI �II YIYILI IIIII l 7
IIIIIRY TY11111drIL}Y 1TI `1 11 TG11IU11lIY r ^w I r 1�3 I 1 �e'e l t �� �I I TTI �
I a� I I I QI
r l E ilLIEIE . I X E ilLLE1JL I JI LILLL 111. ilf IL 1 1 1 1 ill 111 , 1
r
T A
LAtTT - 0 'SAN DIEGO
ll with Conrad mortar In unpaved areas - ,I+ .r
Finished ring
Remove existing C.I. manhole frame and N r LL. E.
covet Install precast concrete rings as neces 11468 5" Precast concrete ��^
and mortar manhole frame in place at etWI(plio lion of I 9 "W" AS SHOWN ON PLANS i •r
finished grade Precast rings shall have t dla. '
wrought iron steps 10 ° wide on 15" c/o and shall -- e 3 no 2 bars wand d spirally o n 4 ek V - �be 3000 Ib. Portland cement
concrete re -in forced
.� Variable P fiF M CALIFORNIA
b 11�� -- I , .�
v EX11 s ti ng i 1. 1 0' 1 0' I
Concrete rings M
Existing \\ \\ 0.17' A.C. aw° «.eltartd l�
ancrete cane - 0.13 A.S.B. CL.4 e
`;. \\ 0.08 LIP cc t s c« «r r. «u ta~'ill
1 1 ELEVATION SECTION
`Z 1 WNNNIMTE INOEI
Exist. 48"
- I I Dia. concrete ring I t - - --
I I i G.
DETAIL 1Itj uMIT OF A. C. B
q RAISE SEWER MANHOLE R/W — ` L I _S9
IN 5 11' RlABI_
,,Y n REPLACE I W b% N
.,. ..�.: .� ROADWAY EMBANKMENT-" ..:. ..n n - ____ L._... .. .. .1 2 ,!',. _ RP TO EXIST.
t 7 pY.•
EXCAVATE TO DEPTH D ' N �� I MAX
r3 : OR TO ELEV. SHOWN ON PLANS
JO
. 40' 3' _. , 1 .. .... ..._,. . _ .yl VARIABLE. ..
WA
gp
7 TOE OF FILL TYPICAL DRIVEWAY - PROFILE
3 CLASS -Be P.C.. s; O 2/3 D 7 No Scale -
I s I I SLOP D
1:1 SIDE 2' MAX.
be MIN. 10" MAX. 0.25' AIR BLOWN MORTAR 6 L_4 „ -
v
1 1/2 "x1 1 2" x 17 GA. STUCCO 45° NNX- % DETAIL NET WHERE INDICATED ON PLANS /_ R 3'
. Ta SEWER ENCASEMENT j �^
TYPE "B" DITCH i
a
(ROADWAY IN FILL) 1 � r 15 -� GUTTER LINE �•. 3' I
MIN. DIRECTION OF FLOW
0.5 LAYOUT DETAIL _ rs
- 25 1 151 ASPHALT CONCRETE SPILLWAY ON GRADE WEN SLOPE EXCEEDS 1 R
(CONST. PER STD. DWG. D87 -A EXCEPT AS NOTED HEREON) �Y/l7rlalelh! -
on
1.5 9 , 40 , I 25
N �^ I nbl 5p
1:1 SIDE SLOPES D .- BENCH DETAIL ." - , ♦Iti 3.0' .. (�'
— 5 _Jw� i J
/ . s7a. 320.00 TD 533,00 1.0'
` ` 0.25' AIR BLOWN MORTAR 8 .� �� •r V�F+e.�. .fNICT A-w
1 1/2 z 1 1/2 It 17 GA. STUCCO NET 1.0' -
WHERE INDICATED ON PLANS
DETAIL
TYPE "B" DITCH 1/4 TON ROCK SLOPE PROTECTION
. 1.0' MIN. (ROADWAY IN CUT)
_ (METHOD "B" PLACEMENT) -
DETAIL - NOTE: DIMENSIONS VARY AT BRIDGES \— --42,
TYPE 11 CULVERT OUTLET 1:1 SIDE SLOPES SEE PLANS \ IMIN. p
- 1/4 TON ROCK SLOPE PROTECTION. I �Ptg6
(METHOD B PLACEMENT) - VARIES p. t1 I ♦.♦
4 '
CATCH POINT 3A MI r PAVE TO TOP 51 - - - - - -- -
3• 4 ' PAVE TO TOP OF PIPE
0.25' 41R BLOWN MORTAR d
3' 40' � .5' OF CUT I ,��,, 1 1/2' x 1 1/2" z 17 GA.
1�7 I .1 1 •. 0' MAX. STUCCO .. . MI 'A%, _ N
I I F
ZTOE 0.25' AIR BLOWN MORTAR 6/ 1 1/2" x 1 1/2" x i7 GA. 0.17' A.C.
2 "AS BUILT"
x LL STUCCO NET 1:1 SIDE SLOPES DETAIL
GRADE TO FLOW AS SHOWN ON PLANS - A.B.M. LINED INLET BASIN
(INVERT MAY BE TRAPEZOIDAL OR C
TYPE "C" DITCH DETAIL
ROUNDED) PAVED SHOULDER DITCH ��R 134 8 ^4
DETAIL � COASPLETED i 2' 13'7 f
LION A.B.M. BROW DITCH
AP
?'C e >.
DEB - F 140.10001 11019- 134801
EL CAMINO REAL R.S.IEI00 -1
SHEET 4 OF 128
:7..,..3.:0 a:Ll
:ro a.a. 1P,co -1 M. c,d7zac R.At. -
TI 1tltleM XIYF 1X0 OESCiI /II -- :Alaladtga- r�lri -
rILE NUp em Nseeteele�l
..Caw 2, 4.32. 1967 -6g 2✓ %! ',,ap F3•ol, Blvd. ' Case 1 • 4.42 •Y3 DUUr LaeapOW$$1La PAW .. -
. (FOrftr Sat, I arcoa ad.) to Cheatout nlr r"1, 9ewda'X Seats }ytv«a 0$
C in arlatad (42 Shoots) V410 North of :Aelastea 31101
r 4.34 Sr.. - Abova Hoar :Aedest" sad Chaatoet -
Gam " I! 4,44 ran ruction ]tans Tor :bovo I ave., in Cnrinead
9 (FO ntn h. t 49h of 141 Sheet' (Slw°ta 1 411rough 6C of 141 Shta '
II a' ¢ d Fro.n Div. 1149.. -
!. ,
wt 491 an =d Shasta 332 - -
N lh.U,:h 141 o
it NCYar :Jlcoto CuA.va 1 to 128 on Battem _
MICROFILMED AT 1
24+1 REDUCTION
111111 1 r I r r
r 1 r 1 1 11 11 11 111 111 1 11 11111 Iilll 1111111 111111 111111 111111 11 111 I I I 1111111
11 r Irr I r r l r
ryr qr qr gq ggqrll ,. g11g1 g11g1 ryllgr rp1g1 g11gr grlgl grlgi g11gr gr19' 1 P1 1 1 11) 1 p g111y 111(111 q11� g11M1 q11 e� g11M1 g111$ tp1g1 1110 q 1M1 q11�
III] I I�l 1 1M1 g111y 111111 (�� ) � p g111(I 111P 1111 y P1 N TI I I � y I � I 1 �� 1 1 I 1 I l I I � I � I I 1 I � I I ( 1 � I 1 1 1 1 I I )� I
l I I 1 I � I 1 1 ) Ir glll 9
p(q1 ql III Ipl1 I g11g1 grlr r 0 Ilp qr( p(p 11)1 I Ir(p q11 gl�lp 1011 rplgl ql) rl Aryl rp(1 111
i I� I I I 1 I I I I I I I I �t I� I� I '� I I� I y 1
1 p p g 1�[��I�IpEIr, P 1q g q p p p p •� p !� 1 3 , al �3 g p Ip Q QI' QI' Q!� Q�Q
4•Lir�re'JoLiriliailLiYLYfI . I l 1 ., L.. ..I ,.I , L,. ,ly aA�rILL�IIDIt{.116)N� i111aIJr) J�ITIi( WIJr). 1. IJa111rlrlrlJ��i1t11�drIrl�IiTilJrldlld�h'
IiGlrldrlRll7filrlaldl( rtflArlJtldrlRlRl1 (rlalJrlfR1Tfi)d11d r1AYldrld rlTilTlrlJalJ 1IRIIRrlalrl dl)(Rl�r)r hlJrl tifliTrlJaIIbI ITI111bIIIII TITfi)daldlltti��llablrb LL ilda1a11l
lAlJalrla4Tilafalalallla )rTi1TTa1JaIW�laldrl Tl�rlr lrLla(�ITr1al�drl �lrT1( W1ala) aliIQrLLIilt (LLiNrlJrldl)'Ii1TTrlaLldrl JilTr(rh ld r111iRr
_ - Gl•9T -L pp ,� q��g{ �pr
REVISION$ g
al R. al$$r tftR� M•. ► 'a m /iKL4 A l " a F ife e T 91FEIt
s.
ct-cSill Ii / /
- Nn Doeri rtlen I ■Y ar►r••ed I Dole ` �. C■■■if CF $A■ AIEAA
1 SSIIILWAYS,DITCH 8 GUARD RAR ���11 s /�sro UTILITY CONDUIT SCHEDULE" ) ��fl_��,�ra�-•
STATION No. L TOTAL STATION No. L TOTAL} atrl•c tape ,Ise [.
o a.t,u+st
- (L.F) (L. F. (L. F.) (L. F. >
20+75 1 90 90 319 +00 94 90 0 x " TATE OF CALIFINNIA
DRIVEWAY SCHEDULE - A.C. SPILLWAY SCHEDULE MONUMEN S CHEDULE 26 +00 6 90 540 326 +00 1 90 90 �
84 +00 Y4 90 -SADSCo 365 +00 6 90 540
r STATION SIDE W(FL) LIFT.) MISC.A.C.(S.F,) STATION SIDE STATION SIDE STATION 106 +00 1 90 90 . 407 +50 C T
90 14'
r 25+50 RT. 20 40 264 20+10 LT/RT 456 +50 LT 18+50 P.O.T. 129 +00 'K4 90 540360 439+00 6 90 540
I8•00 RT. 15 20 130 2A +85 LT /PT 464 +50 LT 28+50 P.O.T. 148 +50 d 4 90 79 482 +00 117
90 7.9 1& -
1!p5 +0o I 115 115 '+
31 +90 LT. - 2830 32 155 38 +84.95 B.C. ICS 740 1 115 ne 512 +00 1 90 90 .'
35 +fb -t.7. 30 x•50 -' LT 471 +00 LT 'x -
35 +50 RT. 37 +20 RT 472+75 RT 15 SEE PLAN 130 - 48 +61.20 E.C. 214 +00 7•" 90 630
ft a to h )wt• WI.
37 +00 RT. 15 SEE PLAN 130 58 +75.77 B.L.
tF>D 476 +95 RT [58+50 0 6 90 7211 . ALL CONDUIT TO BE INSTALL4D +�4•�1 ai} tT. «« a•. si;t
S
• 40+00 RT. 15 SEE PLAN 130 46 +25 RT 483 +09 LT
+00 RT 64 +24.56 E.C. 290 +50 1 90 90 AS DIRECTED BY THE ENGINEER.
49 +50 LT 497 C■Cf■IIIA 1 ■ ■EA
43 +00 LT. 15 50 424 68 +70.02 B.C. MINIMUM COVER 30" - MAXIMUM ■ - E.
e
1 44+00 RT. 15 30 130 COVER 48 ".
\I 56 +00 � RT 491+00_ LT y 75 *12.76 E.C. ,
47 +55 RT. 15 � 25 130 v94 +90 R..
50+50 -�T �C 20 E5+50 LT 495 +00 LT
57 +00 LT. 20 4i 5114 - • 5" I.D.Y90' P.V.C. CONDUIT 1- 12 "Y90' CONCRETE CONDUIT
. � 69 +00 RT 496 +50 RT 81+72.62 P.O.C. (OLIVENHAIN RD.) (POLYVINYL CHLORIDE) 6 -5" I.D.Y90' P.Y.C. CONDUIT
31 I 59+05 LT. 15 80 424 70 +50 LT 499+00 RT 89 +65.46 E.C.
57+30 RT. 20 50 155
75 +00 RT 506 +50 RT 100 +27.02 B.C.
A " Y 60+60 G5 +Z5 LT ;LT 15 Zo 120 - 4o 424 * 91+50 RT 514 +00 RT 111+62.24 E.C. -
■ - 75 +25 76 +3e LT _ 15., 23 40 424 94 +00 LT 516 +00 LT 114+54.48 B.L. A.C. DIKE SCHEDULE SEWER
MANHOLE
80 +00 LT. 1! ` 300 424
4 , e 98 +75 RT 519 +00 LT 124+18.88 E.C.
87 +50 LT. .30: 80 '246+ 105 +50 LT 530 +40 LT 127+07.78 B.C. \ LIMITS SIDE L.F. STATION APPROX.
L.F.
a li: 99 +40 _ LT. 15 55 784 +6 113 +25 . - ._ IT i 529+20 _ RT 135+19.56 E.C. _+
+ 5 ADJUSTMENT
- 7040 RT. - 18 + 20 280 s3 L +.
2 12 ;K +00 RT I B7 145+: & 0.43 B.C. -
128+90 Rr. 35 40 230 125 +50 RT 0 +85 B2 149.91.58 P.O.C. (LA COSTA AVE.) 153+75 RT 1 0
5
26 +4 0
_ - _, . , ,. Y ' 154 +75 RT. 18 30 145 8 5 +25 5Q TO 1 LT 9 5
y X . _ 0 ' TO 126 +00 RT _ 1., 775 30+00 0
. , , 5
t
764 +25 LT.. 20 54 155 142+20 R 154+1997 E.C. AN T EO ' .. . }Ghe'Non. - -
213 +15 LT. 18 7 189 1 125+2510 162 +75 LT
726 +00 LT 3,750 32 +95 3.0
148 +50 RT M - 129 +00 T0 149+91 PT - 2,091 36 +45 6.5
LA COSTA LT
240 +00 LT. 20 100 2065 80+35 RT .-
247 +15 RT. 18 20 145 . M' 80+70 LT 164+0936 B.C. 173+50 TO 246 +BO LT � 7,330 39 +50 4.0
-
154 +00 LT 35q +4y 171+62.93 E.C. 212+95 TO 227 FT 1,405 42 +50 2.0
242 +35 RT. 30 30 96[ T FT 184 +24.87 P.O.T. (ARENAL RD.) / Y 44.90 9.5
2115 +00244 +tee -RT 1z 260 16 - +20 LT z9eF8o LT 232.75 TO 279+00 RT: 4,62.
Z43+20 LT. LT 14 24 6 125. 17 LvL +00 LT 196 +36.65 B.C.
268+50 TO 337 +00 lT 6,850 47+90 1.5
247 +00 LT. 18 50 145 184+60 LT - 205+99.52 E.C. 290 +00 TO 307 +50 "flT 1,750 51+35 1.0
252 +05 LT. 30 26 205
�4+'IIS 19 S +15 LT - 213 +15.22 P.O.I. (ALGA RD.) 313 +00 TO 124+00 PT 1,100 54+85 1.5
- 256 +70 LT. x 20 32 115 193+75 LT 223 +30.83 B.C. 354+00 TO 363+00 i / RT 900 58 +25 4.0
-
259+30 LT. 30 19 205 203 +00 LT '
231+29.58 E.C. 361 +00 TO 388 +00 LT 2.700 61 +30 8.0
259 +57 RT. 14 35 125 209 +00 LT 241 +75.39 B.C. -
262+70 LT. 12 50 115 217+65 LT 246 +65.48 E.C. 381 +00 TO 417+09 RT 3,609 69+85 5.0
283 +00 RT. 12 16 184 398 +00 TO 471 +00 LT 1 ,300 73+90 0.5
- 301 +00 LT. �'• 12 13 115 2 32 +00 LT 266 +37.76 E.C. � 443+UC i0 454+00 RT 1,120 77 +30 2.0
232+75 RT 272+00.00 P.O.T. `.
309 +80 LT. 12 18 115 238 +00 LT 279+81.60 B.C. 467+00 TO 489 +75 RT 2,2T .5 80+30 0.5
24 RT 486 +26 TO 499 +00 LT 1,274 87+25 0.5
309+80 RT. 20 17 224 ,
--M 280 +89.83 E.C. 495+50 TO 536 +79 P,T 4,129 99 +80 7.0
313+70 LT. 12 19 - 115 263+00 RT 298+75.00 P.O.T. 515 +15 TO 522 +25 LT 700 103 +40 2.0
... - 332 +30 Iii. Fp - 15- .. .- .364. . -. 278 +50 .. LT .- . ,. ..- 308+75.28 B.C. -. .- . ...
529+50 TO 536 +79. ..._ LT .. 4 O _
348 +85 RT. 14 15 274 zskfa0 Z5¢ +54 LT 320+78.01 P.O.C. (PALOMAR AIRPORT RD.) \ 729 123+25' -
352 +62 RT. 12 15 244 300+00 LT 324 +94.35 E.C. 151 +50 TO 158 +50 RT \ 700 124+20 2.0 355 +55
RT. 20 15 364 307+00 PT 335 +00.00 P.O.T. 126 +55 0.5 � �\
356 +70 RT. 20 8 364 309 +00 LT 345 +00.00 P.O.T. 129 +60 1.0
357 +82 RT. 12 6 115 133 +00 1.5
- 355+09.33 B.C. - TOTAL
317+00 LT .;3,692 135 +7.5 1.0
359 +40 LT. 20 7 155 323 *00 LT 159 +95.75 E.C.
359+45 3_13 +83 RT -LT. 12 3c, 6 Zo 115 361+75343 +W RT L1 363+99.06 B.C. - See �PY'd✓'S {or T >e9i�n(r,9 #4:.75
-:- _-:_ 4c->
371.00 -%o+47 RT. LT.. 14 30 6020 904 375+50 LT 380+23.13 E.C. EnU'inq .. rq. fa^ A.(', Dikes..
388 +25 LT. 14 100 125 378+75 - LT 389 +40.43 B.C. 145 +25 1.0
403 +95 RT. 30 9s51Z0 2130 384+00 LT 397 +04.41 E.C.
. 2T3 +00 LO
408 +85 LT. Ld 20 75 1114 388 +00 LT 407 +57.25 B.C.
409+00- - RT - - _..14- 64 ,402 +OC LT/RT .. 414+24.79 E.C.
41 ✓175 RT. �:_. 20 <: �4 417 +4 0 - LT - 418 +97.05 B.C.
421+70 LT...y�zo1f4 115 429 +00 LT `' 427 +21.06 E. C. � ` DITCH SCHEDULE
- 438+25 LT 435 +00.00 P.O.T.
.446 +50 LT/RT 443 +00.05 B.C. LIMITS SIDE TYPE D W LINING
Q 441 +32 LT. 20 90 1864 413+50 RT 450 +43.16 E.C.
0 443 +18 RT. X30 73 164 454 +92.46 B.C. 18 +50 TO 21 +00 RT. 8 7' 7' A.B.M.
445 +25 LT. 18 66 145 465 +98.43 E.C. - 20 +00 TO 27 +00 LT. C - 10' NONE
154 +80 LT. 18 31 1576 473 +60.07 B.C. 90 +OU TO 91 +60 RT. B 1' 3' - '
462 +50 LT. 14 31 498 DOW N DRAIN SCHEDULE 485 +00.02 (KELLY DR.) A.B.M.
108 +50 TO 114 +25 RT. B 2' 1' A.B.M.
464 +35 RT. 14 31 125 485 +61.69 E.C. -
STATION SIDE TYPE 490+73.26 B.C. 116+65 TO 122+00 RT. 8 2' 1' A.B.M.
�d•8� - -- - LFr == =-= �0-= �- 33 - .��'�
:T 477 +50 LT. 935 40 864 56 +00 LT. FLUME 494 +54.91 E.C. 213 +50 TO 217 +5D RT. SHOULDER
1' 1' A.C.
484 +50 RT. 20 16 224 134 +80 LT. FLUME 500 +07.87 B.C. 230 +00 TO 232 +75 RT. R 1
A.B.M.
517 +30 LT. 20 16 304 142+20 LT. FLUME 514 +13.80 E.C. 319 +00 TO 0 +90 03LINE) RT. SHOULDER 1'
A.C.
530 +75 LT. 16 28 512 �d5+072rw^ +25 RT. PIPE 523+34.20 B.C. 378 +75 TO 386 +15 LT. B 2'
2' NONE -
5 33+00 FIT. 16 194 135 271 +00 RT. /LT. PIPE 528 +35.18 E.C. 387+50 TO 391 +25 RT. 8 2'
2' NONE
334 +23 LT. 12 10 115 386+50 PIPE PT 532 +87.72 B.C. 2' NONE
388 +G3 =LT Plvg 466 +00 TO 470 +00 RT. B
392 +50 RT PIPE 536 +08.72 E.C.
413 +711 R7 P1 v6 472 +00 TO 482+71 RT. BROW
519 +50
475 +00 RT. Rr PIPE PIP@ _ 483+00 TO 486+35 RT. B 2' A.B.M.
525 +00 fl T. PIPE -. ....... - _ 7�r64'9cd9 - .$: -tc - .. - 486+35 10 498 +00 LT. .. B
1'
, 334i0o' RT. PfrG - 249+01.67 B.C:= 2 -' A.p.M.
. ,•
One N/00 493 +65 LT. BROW A.B.M.
447 +55 RT. FLUM6 �q. 249�01.5G Fi0.0. } 493+95 LT. BROW : A.B.M..
497 +50 TO 506 +00 RT. B 2' NONE
1 GUARD RA GUARD R AIL SCHEDULE 512+00 TO 517+00 LT. B 1' 1' A.B.M.
STATION LENGTH STATION - - -_ LENGTH 515 +00 TO 517+00 RT. B 2' NONE
78+50 TO 79+85 LT, 137.5
517 +50 TO 530 +40 LT. B 1' 1' A.B.M.
0 $26 +00 TO 529+20. RT. 8 1' 2' A.B.M.
., 440+35 TO 441 +10 LT. 75 ?oo TO 1211+00 LT. 800 1 391 +25 TO 393+00 RT B µ ' NONE.
443+40 TO 444+15 75 477 +00 TO 477 +30 LT R 2 1' A.B.M.
240 242 0
- W+00 TO 844 +00 LT. 200
376 +50 TO 380 +00 RT. 350
r8N3N 390+00 TO 393+00 LT, 300 CONTP.ACT 1 34804
i °??p 455 +00 TO 457 +00 RT. i00 YEAR C0MPiEn3L 73 "
►11 CROy$(y�
F 1411.10001 11019 - 134801 EL CAMINO REAL R.S;1800 -1
SHEET 5 OF 128
:1.aGnitan- Girl:ba4 R3. 18CO -1 :1 C.49io -
•M! NO OFStrl II iOM
FIIF HOY• ataZta i
_-�
c"e 1 'i 4.32 1901 - :✓`1 lap 1' }G' +cwt Blvd. Cane 1 • I 4.42 '514 S'DIBI" Comtrll•tlim PLm
(F.rr "r S' r r rco ad.) to Catitaut For = *I%*" Qo Yenl bet•en 0.3 - ..
St. in C:rlctad (42 bhveta) " Niia Borth at :tm3attm mvdr
p v. a- :boo Aver nclalto4 0N1 Gt•ataat - - -
C:�ne 1 4.44 if4 rcnr ructiol z ^or o �yyy Ave. in Co rlabad
h- f 14
((� r t .,h. t •Mh o 141 Sheet - I (.Jt cta 1 9 GO . 1 Ito.
F7o.i Die. I:..yc. i � ,,,t 4,% a 3
91 and d ihoet+ta 1 13 2
lbroW,h 111 uf141
Lhect 11 f a 1 to 128 on Sottaa - -
-.. I ii •:.�orto. ^..
•. :, -_ r 1. to 141 on Yep
MICROFILMED AT _
2411 REDUCTION
1 1 1 1 1 1 1 1 1 1 I I I I I r V l I I I 1 1 1 - -
1 1 1 I 1 11114 11 111111 111111 1111111 \11111 111111 111111 \ .
1
I I I I I I I I I 1 1 1 I I I I I I I I I I I I I I I 11 1[11 111111 1111111 1111[1 [1111 11111
111111 111111 1 I I
„I „I I 1 1 1 I I I l y I I i� I I i� � I i� i I i� � I i� � I i� i l l l i� I I I I I �� I i I I l i i
I I l i M l i l l l I I I l y I I I I I I� I i I l I I� I 1 I 1 I 1 I 1 I 1 I� 1 1 11111 I l� 1
1111I111I11� 1Ii11I1 1 1 1 1 1P11P 1111 LL1 1111x11 11111E gulplllll 111P 1P11 plgr :pl lip 8111 1 [11181 gill .l yllgl
glll I g11g1 111111�igllgl Ip 11IP Ill q1 11 ql 1p qi i 1 111 q1 y1 1 1 p1i
9 1 71 ® T p T I I EI I 9 14 14 I I ti I I I I l l l I
1 1 l3 l l l§
rWruLel, nlnrLelrxiwlru6uLnWrlrlJnllrwx�xLiJlldal�Wur�WruIIIdWwLxIaIWIWJwGuWJUJu1 4uhulm6ulruLlJ. Wn�rxLeinlwll@ YIIbIIIrld�1TTIILbIdrIllrIT1IL11IJIId�ITTiIlhldrld
.dr $�II 11��������y11I� A ?�[
f� IYXN I II IIIIIIIIII�IIIIIII II II I�IIT1111111111 r1 rI�r 111111Ir11�11111111' drl� [TI�r1161Jr1f}T�IIrhIdII11111 �111111d IMNNNM1 dIII L�IIJIIJ111'TFIITI
Id Ilrblr�I�IIIIIIJIIITI )1'FI�IIIIIIIh IIThIIrhldlhl�111111111 IId11LLbI1111 TIrF11111111]IITII IIId1111111TI1�II1111dI�1111d 11 �IF111111iIhITITIId Ii J11TiITtI II111LI1rITIId IIIh�I�I�IIJ1IJ
lll�l�ll x111 111111 lll�lr (i
r - -atgk r Ib, ML 4 41U[ /111[ �Ty
au
is
CINTY OF $0 OIEGO
9ns IS or OFARINOS Coun+Y - / ...
of San Di¢go ,
\ ACTIN 0” 7 EN HA i.t.E. I M.
I CALIFO "will:. COORnINATC SY ;TE7 LONE VI - \ 4
1
i [TOTE OF SAIIFOGOI/
2EI 00 —-- x St
s N 15- - €�i� M~
1 E
1619
' C'171'C GEAR I '------------ ------- .__- -_-- __ —_-- EYID;. a.0 1,INE-- __—-- _-- __-- - -__ -- t
4 0- 06-44
R 150? 1 r -
:,. Lt. PFI "G.TEAL �EYISL S� —
V u3 _- -- ISr ,_.__ - - -- —
rP '
1 11 5 w _
L O L
fs I f ___ ____ - --------- ----- -- -
- `Y.-
56.f,Lr R.S. 10021
• i - - NOTE:: SHEET 6 OF PLANS INCLUDED FOR .7 EFER EN',c CML
A.
_ _1
r
:
210.
1
T
I .
' r
... . {_
I — I
I
f I
, 1 I 1 1
I 1
i YEAR COAtP!S7M.1.-'L.+
1 � P ' (' 7 - - R " 10 t
.
'IT 6 ._ 128 `
..
f
-
,: . :' ,F rILMB@ XIYF fX0 xf:CYl I110N ... -
,- - ilLf H4NCF11 XOf fY0 0[fCY_IYL 1 -
C. 1 •.' 1 r:L :;C, rra.. ac nit ','31111.
..ul ...rcc: ti.) to J':. .net C 1 • 1 4.42 "f ..IL. ...n:.trnction Plane .
I "Cr ul Nn IN , 0•x1 itcIJ . 0.)
.,t. :n "..rl ,t PC .;b etc) 1811 i'ortP cf 'reinitL: Ulv.l: T
V v'' IA:vr ..n1C:u :.N Cl:c..tnut :.
f ,Jl
t 15 r:vr in r t:d
^;. 1 1. c :5 ^et I
(L c t '1 .ee LC of 141 ,Itt.i -
_ iv. :Y.;. 4AI al!.ilwat.: lad
va J1
\
... 141 or, :.P i
MICROFILMEO AT
84'1 REDUCTION
Itll1 I II 1111111 III 1111 Iliillll ill1
,p rit q6, rPlq, g11q, q,l• , q,lgr q, q, ry, q, ,,, q, tq, q, q q, gllq, 1Pig1 q,lgl gllq, 171tg1 ql ryl ql t gFlg1 11 Fptgt qtl gulp gtty1 � 'T't�'T'I'1
"1'I� qll ❑ q' IWl ' T'I'4 't'T' I'i'T' ry'' ' 1 'I' 1 ' 'I'I�' 1 'I' 1 "I'Iw' 1 'Iw ' 1 'i' "'I'Iw '''I' 1 " 'T'I'y'''I'
I'I'ft� IhI�PrPt� gulp Ihlly 11111 gllly Ir '1' '1 Ihlr qIpi+lInl I t 111 I I I i I I I I I I I I I III (I
1 f I 1 I Pt 1 I I
t I1 1�_f�E��1 1 Wt M I � .1I$, j, F.t.wL1Et.,.V, lrElddE,l ]� '�.�al.,il Ilp1 .�,El I� r �}�F1�] I ,J .�,.1� 11'1���1�� - I I e�g
I � Wdf'id.rL, IIaI 9 '�I � ��9 { �
,hIIIINNY�I,,'1 . µsa.l?� . 1 . I . 1 t ♦ I�� i'1 n 1 , 1 9 Iq -. 1 ..I. �hJ..1_. -I�i.. I ) .� 1t55.4YtLL.h�. HIDW M IYA ilDf< 1RYIYIW{IiW{1s0{1141
WNISXM{6N3L,IilY1fL U! 111illif III ITaILL�.1)iFI�JI,IIWl,I3YWiT1L 1.1.1 T7171.1d.1�. / y, i T.1JalW illy L 1 "I
yL t.lr�.l41a. . flfl I ltlilti1l.ti,TTtlilt V4 t , ddL.
,
-- ' -- _ SBA. 17x11' NYTINI 0�: AIIE e p " I ' m YU. sl
11 BO mew 7 eALI /. f- LV -'41I 2 7 "'f/
COUNTY OF SAN DIEGO
COUNTY OF SAN DIEGO
C A ( lfp�, /A . pf _. _ Ntnra nafauEFn N.a E. 11458
N. W. 1/4 OF N. E. 1/4 -_ COpAp/NAIF SYSTfp O fAR/pp S J STATE OF CALIFORNIA
- SEC. 14 T. 13 S., R. 4. W : i.. lgy o S.W. 1/4 OF S.W. :114
SEC. 11 T. 13 S., 4 W.
19+ c0 TO 28+75 LT. A.r....d — * & " B 1112
:' :-., '•'�, - PLACE 312 C.Y. 1/4 TON ROCK; -.
:. __._,__ _..• -., — _...- ^.. SLOPE PROTECTION (ME HOD " "B" [itt f te.ob rrof.c t• E.fi....
r I E.121.r L N.a N.. SS22
-'" � ��PLiICEMEN) G TOE OF FILL ..
SLOPE - -� COORD INA7E INDEX
- N, 311 [, 7689
STA. 18 +50 P.O.fi ?,R.S. 1800 -1 .._
~' PROJECT ' ' 0 +00 TO 27 +00 CONS
T. <'f.
EXIST. A.C. DIKE BEGINNING OF PRO
_ �� "� �� `.,,_ 20 +10 CONST. A.C. - -
\ 6, TYPE "C" DITCH. SEE DETAIL SHT. 4 - - -
•`� __ SPILLWAY L 6 gT 1
ONO
C UI T. FER SCHEDULE SHT. 5
EXIST - " -
__- -____ °_ -- -_-- -- - TYPE a 7'�_
....... TYRE:'d!A "_ UI KE_: a������ __.. C DITCH
AM O REAL _ ___,. W.qS , 52' .40 ",1J _n4u PIKE 11 . -
avaBo EL CAMIN TYPE 15 ------- R.S. _... R.. 1800_t� -1«•t _ ,.
w
' __ a 8" SEWER _
mo'
7 "A ° -0IKb _l. -. s:.i_ ..c - - �i . �
�W c _ _.,,_ I i - _ OX LOC
ApPR
-
PH __.__ C TYPE "A" DIKE 20
I
TQ +50 BEGIN DIKE
TAPER LT. 8 RT.
�' . _ i' �,-- .......,.. . _.. .)
` -• - - - ' - 22+50 REMOVE EXIST.
20.50 JOIN EXIST. 60" C.M.P. -
PAVEMENT
_
`48+50 TO 27 +00 RT. � PA .
^� GONST. TYPE "B" 01 ?[H WITH _
SAN DIEGO PIPELINE CO. 283 -6511
AIR BLOWN MORTAR LINNING
_
It. E. 1/4 OF N.E. 1/4 ' SEE DETAIL SHT. 4 ' - 729 -1181, 753 -6466, 729 -2348 -
- 4 3 _ _ 753 -.900 -
s SEC. '14 T. 13 5. ,''�R. 4 W. .. ,; ,. ..., , . ,, ,.
_. B.A. ECR -2 CONC. MON. 36' LT. 'i 1 ....
STA. 1F+00 ELEV. 174.62
_
1
{
ti . " -.. __.. "_ _ _.._ - ._. ..__ -... 1
1
i
_ t
_
i
I
-r
—
i
,
4
,
t ,
I
780
N ,
I
,
,
I'
PROF I LE tRADE'
:.:__. _.__._ ". - _ .170
t --- -_
LROUND i:fNE—
0 ma
NT
w—
' t
Y
_16D EAR - Old. _160_
:'..- 1 :.: _.I. , :. __ ._ .:" f f _ , _. _. �TSTVNo f
6,.i - _ .._ _ . , _�_" _ ___ : _'__'_. - . __ �___ -_ �_ _- +-_�L_ _ ... _�_ _v.�__ —.L�. _� -.._ _ �. _ .__ _- �---
-• _ -+- -_
- 7.
y -
PILO
S HEET
�.
3 'G � 1 __ . _ _.. _ _ �__
EXC.C.Y. -
1 0 - 0 0
" -. 9 ._... "...________�.—____.__,
15 jy".____,,...__.,..__. 16 —_ ..-. 1 � 21 22 23 F 1478.70001 � 11079- 134801
HOE PLAl2 1. PLAINROMI! EL CAMHN) REAL RS.1800 -1
aYlaaYrYm SHEET Z_ OF 12Q
.. •4517 NI�OII`I�.o..r��.w 4,rY .r
,. .1.3, lR.cx: -1 iZ Cl:'L:G R'l.L :Z CAISliO R=
,;nciritas- C♦u•]nh -d R.C, 18C0 - -
_ _t
Encinitas- CnrleblW
FILE XVY MNYF IMV OFVVIIIII ;` FILE NUNEFN NfeE YNO 0[feYIII BUN -
6, a -c 1 4.52 1 Ce /V KaF FTO' ..1cinit Blvd.,. I Cnae 1 • 4.42 "AS BUILT" Conutmetion Plane
(Forr:r San Marco id.) to Cncatnut For Cam4ao Real Between 0*3
St. in Carlcbad (42 a 1839 Forth of Jlclnita- Blvd) - -
4.3 vT a At'" L•uar zncinituo and Cheut=t -
Cicc 1 ' 4.44 Ccn 6,u. Lion ton rer :.b.vo Ave. in Carintud - -
j ,+h t 451. of 141 Sheet'. (awete 1 Mrough 60 of 141 Shts
n -
- R_c.ived Fro Div. H:ysa, + 3hr.t 49A and Shoot- 132
lhrou,3t 141 oi141
- ;=E::.hoeto IsrL,d 1 to 128 on Bottom- _ - - :- - - - _ -
MIOROFILMED AT 1
24'1 REDUCTION
- r r t r r r t t t t m rp qr r ryl q� rpl grlgr tplY� rplq'I')'I� r111rpI'PI♦� rlllllrlrlrl� rlrlgr�'Ir 1 r1rl'll I9r qr ql
Iqr qr qi 1 1I qr ]pr r ql ql rp r qr rp r �. r � g g r Ip r rp qr ry yr qr r rlr ]p ql n qr rp ql i Q I I q r)I rlgr
I I 1 1 ( 1 1 111 1 1 1 I t 111y rllT O tl E rlt I�r 11L� rP 'Ir 9� n'lr rlr tl� rpl'Iil'1'I�'19t1t'rl' Igpt grlrp p rllltp�pll'1 I 1 I 1 1 , �1
I 1 fm7 ��• I 1���pll���pl', � II Ip7�rI I C ' g p g�q ,g��E 1 ,•�I' , I �, 1 . 1313 . i L( �RI J. LIilTfJl[ LLYYYaiNNNUWITi�NLI�WTilIInIJIJJaI >WaWNE1aiL
lalJaJdi�IJ .IIWITiI�IJaLE11TI1flLLla41a li
111'plgnq,lq'111''I'61 ".1 11', I'711'I'1'�gl'�p 1'111'1'1'111'1' 11111 III 111 1 , 111 III 111; � , 1 1 1 I 1 11 1 01 11 1 1 1 1 ��g 1 1 � I 1 I •
' I II Ig I �`Rabbl Irtfl77elalalE41/ 7f1Ai{ NHe17. 1( ��L�IWiQ�7. ldalN{ a�rea�INlfiiliFWWIJ[ 17117R61N11114Iirt1R. Ii1�a1111if1Tfildaldlll[ GTT�IaIalJ .�il7Eila1W7Yl61Ll11EIla]
-
I ki j A l i I . I 1 , I . L��`y�, IVSNL� I , i I . I . L IN1�liTLLWYw . lIN1811FW1aI .1sIJN
S 1, 1. 1. .rJd11aN1alLIli1NLIIIbl1� AIIJJINL JI
iD. Ae Ye
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- - 11 SD Ce.teN 7 ty1E. s -u -lul ] 8 6/
COUNTY 0F�SAN DIEGO
4S ' COUNTY OF SAN DIEGO S / ACTW EYe EEI 9.t.E. 114" B
C4( If0AA14 - / : - STATE OF CALIFORNIA :.
.. -' AIF SYS7fA Bf44I4BS
-.. �. ,.
S.W. 1/4 OF S.E. 1/4 . " ZOAf fl i / t.' ii
y
25+00 REMOVE EXIST. C.M.P. 27 +00 END TYPE 28 +75 END ROCK -% ii Vi i/
App rf�2
- _ N �.� j 1 4
- CONSTRUC' DRL-Y b'N4'- 0. .110' DITCH' SLOPE PROTECTION LT. �� elt a teenli nv)eetl ENNnwr
Z3M3:In_ /R.C. W ITH TPE "E" HEAD \
WALL d TYPE "D" ENDWAL - :'
36 +00 PLUG 6 ABANDON tirll Enn nvl t I<uw Ye eA]2
'. E %1ST 24" C M P COOROrNATE
E INDEX
35 +50 CONST. B.C.
N. 321 , 1689
+ � .� TYPE "C" DITCH -^^� - - _ ILLW0.Y
SP
TYPE'"A
DIKE
...-r -
.t- 1
TYPE "0." DI
- e' SSEWER _ .:._r ...._ _ _
:.... _. } .: EC-CAM1NOkAEAL ...N 15° 32' 40" W 30 R.S. 1800 -1 _.. 35
_.
_. _ .... -.__.. 25
' l I APPROX.. LOC: 12" WATER -
I,...._,,....__ :,- .�.,.. I .,_ ..,\;, I,:: TYPE "A" DIKE'
- -- __ -_ _ ^_ ^ ^_ ...... .. G RADED RIV D _
— ^____— _ ^�_ ^__ _�__ ^_ ^ ^ ^_ .-- _ — ^ ^ ^ ^� .. _ � .f DNr!IRM TO�f OgN Tn 011R
: cy'Y^ / 24 +85 RT. . &IT. d.. - 1 26 +00 INSTALL UTILITY -
] CONST. B.C. SPILLWAY'. : >. /.- .. .CONDUIT PER SCHEDULE W '-�
.. w - SHT. 5
..
ti �06t6
2 c 25 +50 52' RT. o c m v. +I
Q _ / INSTALL 18 "x32' �'_..., : "
-.- / SEC. 11 13 S_, R. 4 W.
.. / SEC. 71 T. 13 S., R. 4 W. i
// ✓' /
SAN DIEGO PIPELINE CO. 283 -6511
729 -1181, 753 -6466, 729 -2348
753 -3900
I
SM PM3 -2' PIPE 29.28'
RT. 31+55.57
ELEV. 163.99 _.
1.70...... ... -.: _. __ _. ... _.
- 1.09 X P .o
r _
_
i
160
, t
y. . 1 . 4 - .._ ._
- APPROX IRATE 1 .� — - -
4 � o. ppl. y o.,.
"AS BUILI
- 140 U.S.0 8 G.S. DATUM - __ .- -
SHEtT TOTAL
J s..n �r ;3' - j _ • t _^' f __ . -._ _ . _ -_
J. ,... 4.. o ...... 6S r - - ..' - X41 r r
241
-
EXC. ... v - 1 495 1254 - ,_, __.. C.Y. EMB.
tpg, 203: 188: 16L1 1291 961 5 9 71 - 0 0 +00 + S5, + r 35 +00 36 +00 37+00 F T '1
0 19 -13
2 }+Op 20+OU 2+•:a 26 +00 [ + 28 +00 29+0 30 +00 31 +00 -
7VS : EL CAMINO REAL R.3.1800-1
��¢ FILM 1 RAµnoNLe OF
SHMT.- SZ4
avid . r� cd -- - --
T• .'0 R;AL R.S. 18C0 -1 9. Cd:itll` Ral. . ..
.;nciniton- Cm'lnh:d !:neinitaa- WIRbad _
I
'ill[ NYNa[N
_ YNYF_ANO aFSCNII1 _i NYYIFI I LNY[ \M A[fCIIII IeY - -
_ -- o t, Fy Rd.) to Chcstovd ' 1'.42 "%S 9li1LT" Comtruetion Plam
,. �i 4.32 1,.17- c... /'1 .:aP $cn le t the Dlvd. Cnoe 1 jl .3
For = yvldon Real 0atveen 0 -
of
.ux 1 (Fornr.r
Carlsbad (47 Sheeto) V,11, Z of and Ch :.. B1vdJ
St. in C -
11 4.34 S e ae Rbave Hear n C arlsb and Ol eotnut
�i
.an. ruction plans , Sbovo Ave. to 1 Tlobad of 141 Site
C:i 1 444 Cu (W w �.ets + Sheet VA of 141 Sheat (51r otn 1 Throan GO _
+ of 49" and SBasto 132 '
R..ce>ved Fron Div. RaYn• lhrourh 141 -fl' _ -
ri0:e^.::,hente le.r1.ed 1 to I'S on lbEtaa _ -
----
MICROFILMED AT I
24x1 REDUCTION
111 �Q
W 1 I 1 1 1 1 1 1 r I 1 1 QI 111 IjI 111 111 111 111 II 111 111 p r1F 111 111 111 1 1 111 111 I 11 111 111 111
11111 1111111 IIIII I I 1111111111114 111111111IIIW I , -1111 1 1 1111111�II L'1 IIIjIPl lj Ilrlllll ll
11 I 1 I 1 1 1 1 1 111 III III 11 III 111 1111111 1111tl 1111111 11111y 111111111 f11111I111 tltll)III I PI '11 I t1' L_y�I tp 1 I
1 I 1 IpQ �JI I I I I IgQI1 — QI I Ip �1I I jtl I Iif I I 111 I / 111 I
I I Ip I I r I�F7I— I I 17 I l a LIxITIZ ladaII IIIxLIiIJ. 1 3th, ��IlJ, lalil4alnxl�ILlaLta1 gI ,IJxIJd7xnl
ll�xIx1.1Jd���xL1.IJ
1 I x I ql qx ql 11 11 ql Ip ql I)I ql ql Ip Ip IIx I {x 111 111 111 III 111 ql 111 111 111 111 11x 111 111 111111 1 11f 11 F71 yE 11111E 111 1 III 111 Il I I
fy hj l I I q Fy �g N I I 1 77 TYFI� i I I 1111,11 l I IIiEIFI I I lrFTlll 1 I IIiT I II I lJaTilTlaL1a111aLJaYa1 111
rtx, 1' I l l I I l I I I lH r.I n�a. I 9 xs�al l ) I. I "l I I I I ll I ICI I i I, �ITT) I 1 1 1 i ID lfl l I F�1 I I
�I 77- I Inpp ll� 1 I pp Rll I 1i grp••Yt g I 3^
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IJA JIIRF ifi dl Ib JI 1h 1 dA J1 1 JI Ib + dA dl x dl dl 1 1 JI dllT 7T IIII IIIILf IddJl AI i61JJfITi111ililAl
dWiiL 1 l y
tOwIT ILCTIq B 6 RA/E � b r TF4 11�IOFT ry I
,. 11 BD LP. EEd 7 GILIr. $- SU -:V11 ]) J
TA DIEGO 1 EXISTING TRAILER COURT PAR w�)pd S /tfT Jw F SAM DIEGO
COUNTY OF S
REVISIONS
N4 Oeaeriplien _ !Y •,prm*d Off• COUNTY D
I _ \
BASIS 6'104 =11TY YINEEA R.C.E, uu53
STA. 38 +65. TO STA. 38 -75 L T. i ' I CAL OF
PLACE 20 1 �. I i/4 TON N. W. 1/4 OF S. E. 1/4 COO
ROCK I ! - .- • y ' OF
gpINAIF
SLOPE PRJT S "
r ECTON (11ETHOD "Q• nl - BEARING STATE OF CALIFORNIA -
PLACEMENT tvE[N CUTLET �1 ' .. _ - SYSTEM ZONE VI -
OF GXtST. 11 T rt.ctz A LINED
C44NNEL I N.E. 1/4 -
. i r 1 _ ..� _ 1 ... .. •- ... _ . - Approved / 19
�� — '- - - -- E %1 ST ING P C. C_QNEO DITCH _ � _ T •a� -
j _ -
�.
Ex\s ae•_ ___ END DIKE, JOIN EXISTING —*4; Ot £_ Ccx -.C.. .�ze 1 1.. ,,;, ,,,, _
BEGIN YY - 46 +40 EXTEND EX15T.48" R.C.P.
JL7ITCE GP 1R9�aAC. 2 AT-INLET OOEi 00 & 28x AT OUTLET END
[i�tl io9 isif
]00 C I NDEX
GPI INSTALL D ADDITIONAL 4 !'x ' R.C.P. R C P
- -- "- - -7 ALL CLASS 3 DITCH INLET TO FLOW AND 342 ( 1BA9
a -
SIR GMT HE TYPE 11 OUT ET
- - v „ -�
3 N CO ORD INATE
1 1 _ R.S..1800-1 -._ .. - -. - -
LINE WITH AIR BLOWN •MORTAP CONST ,
- JOIN EXIST ING r °f� 1 •'^i c l _
J .. ...� JOIN ._. S AD All LONI� ST T 1
_ Y(
1., - ELCA�AQITETtt. �.. y
a r 2 , 40° y1 '^ OIN � TYPE 11 Y -- - 49-50 CONST..A.C.
N 15• 40 +00 0 NI a 4 DIKE !1
1 _ _..APPAOX. LOC. 12 -4ATER _ — �� 45+
SPILLWAY
DO — - --
. I /TYPE "A" DIKE
0
N
0
4 —L_+i�
DRIVEWAY TO _�"� —_ - s - -
13'x 388 .011
_ __ _ N 26
.._ -.._. _. E. -: { G Ia '.�.`'w. ti' 46i
7. •
25 CONS1.
.C.
• ..:... , -.,. .- .. >0 X33 ' oc. A.C. SPIt3:WAY
el
call
o
t
I _
Q. i z TD 97 +45 E2EAOVE EXIST G.A.P. -
WSTALI. 24''w lew ¢GA cL.S 4coNNECT
W1TN S3°
EXIST. 13B•Q.GO AT ELEV. 140' A = 15` 5P,'
R = 3500'
T = 491.31' II SEC.. 11 T. 13 S., R. 4 W. r,
L = 976.25 - SAN DIEGO PIPELINE CO. 211
SEC. 11 T. 13 S.. R. 4 W. 1i
SUPERELEVATION RATE .. ,
PIT. -2% 729- 1181,.753-6466,'
LT. -I%
B.M. OC -78 PIN IN CONC. F10NOMENT
j - 160 .. - _ 10' ± P.T. STA. 48 + 00
.. .. ELEV. 131.27
150 _.
J }
✓ Y
f
140 i
i
140
_..
LINE
0.93 N ! 1 M '^ r GRADE - - -
GROUND
_ _ M M .- -• ::._.. �. _ -:.. PROFILE 130
130 ``` _. : -
I
7. 03 �
y ,
s 8uILr
1 % _
120
y
I 1 ym COMPLET 3 133 1 >
_ - -_• APPROXIMATE EXISTING SEWER .�
.... _._� . _
U. S. C. S G.S. DATUM . _. _ ..:. __, . _ : -.__: .1 _ _ .': _ - : - '— t ---
te r... - _���" iy _ �_ _a ,1 Y. 202 • -- :: :. R ET - TOTALS
EXC. 03 '72 1537 1707 !251 102 100 45 2. 6 '
1:" 941
EMG. 619 399 ' 17 1 0 0 26 225 342 349 489 172 G9 24 1 2,335 I r_MB
e SO +C ^ F 1411 OGG1
37 +00 38 -00 39+00 40+07 41 +00 42 +00 43 +00 44 +00 45 +00 46 +00 47-CO 49 49 00
1, MANnORUE EL REAL
T_L
PLAN RS.1800-I
•
WE
ow.. Fsw f>a SHE �. OF - -- .
)
e.a. 1llN: -1 1 C;J:L:GB::.L Sw. 1PC0 -1 1 CnI:IY 2i.AL
,YCinitae- :arinhad Ltl einitas- CarlYbed - - -
_ ._. .... MSYF SYO Oa SCllxtl x "AYF ! DEftS V110Y
:
m •m+.
: ,,�2 19E7- c °... /l • :a? FYC einity� Blvd." Cnae 1 • '� 4.42 .S 3ILY" Conotrurtion IQefb
1 ' For �1 ^ nn hx Bl 1Naa ^ 0.3
. (s•�r:rer Sul '?r
Ieo. :td.) to Chestnut gale liortb of 3r:ci elnitaa Blvd-
' t. an C: 1 tad (4. " zlwata) i
1:.ar �:v ^inlLoo and Glscotnut _
Ccnstructao: 'lnx ^or A J2, ix: Carlxsbu3
w -
1-1 Sheet._ _ -. I -. I,• to L4'Fxrou +!1 Ge of 141 "aTkf
+ -
_,_ ... 1�I wuvt 49 and Shoats 132
Floc 'viv. I:,:yc.. N Oaoul;h 11 ot141 /
F
1 ::C:7. Zh ceta I :r1. ^1 1 to 12A on Bottom
MICROFILMED AT 1
E41 REDUCTION
TIT1T1 "P1'P 9 I'i 1PI'11 '1 '1' { IP('D 9' {9' 11'IIP III {ql rll {III rlt llli 1111171 Ill{ IIh 1111 1111,1111 111111 11111yy 111 III 111 �p 1 111 111 44YY
In 1,1111 yIyt 1 1111 I W1 1 1111 W I t 1 I I 1 W 111111 I 1 p W y
I � � Y. :... 7 i 8 I i , � i � I � � ' i ' M { I �� � I i:6 � I Q$ I I iO � I �p 1 I l
I 1 1l I I 1 I 1 iO 1 I 1 1 111 1 M I'll llhlEy 1fI111I111 Ill llll'IY Ihfllll111IW IIIIIIIIIIIIW III 1 1 1 1 1 1 1 IIItI QIIIII III IIW 111 {ll rl lli3 III {gllrp {� 111 {I,I
rll {W QI {171 111 {r rl rlrlr rll {I {ql Ep {I p gr l lp .{�1�I1 q1 Ip r r qr Ip rll r r rp qr ql r
lle$il rp Ip � .I w T I rlr I q Ip ilELlill
r r r r r r 1 I r I nr [ r
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- L aIY:Y,LM41 ,1 I ! I I I I 1 I 1 I 1 1 d1iR1.1 {J� WN {J1E JNiilR {J� E {JtiW {Ildrta{Jliill 1 il1i16 {d�ifl {16�JIlRi 4 {JIiJI
{Rf �ILl1i1WRl 4i46I�1FEIJ4iW illi4lllrtE TSIJAiJN {RS TfilahiJl {RF 1{ 16 �rb{ RiI�tIJ4IJIIfRI1TIIJ „,4� 1�i{J4 411If�PubLili J1�4 1ILt ([ 7{i1 �IEI��tIJtLIEIT
7iV1Y�JtIT {�I L fila] �l {11E�il�TIT711E1E�JE{dilTildriE
IIEE. crAnY NELTim D Y. M STALE Y10110121 Of E Tr�1R p q�j ig
11 $O Q,CYU 7 CNLIi. S -SU -lull 2 10 /Q(
COUNTY Of S�AN7 OI E60
BASIS OF BEARINGS -. M911 /
ACTING COUNTY NOIREjI R.C.E. IIUSB
- CAL fORN IA COORDINATE SYSTEM ZONE VI
S.W. 1/4 OF N. E.1/4 _
:. _ .. _ _ -- _ OF N.E. 1/4
' STATE Of CALIFORNIA
COUNTY
' OF SAPB,.i�Et"s� ,.
... _ - _
' r .. •. .: .. w ._: _ _. N'^ ._ . -. .-. � -.. _ -.._ _- _.,... _. .. Cir�t1 Ceu.tr
hol NatY En i +er
V - _-
a6 +00'IkSTALL 24 "000' R. C. P.
E v CL. 3 WITH STRAIGHT HEADWALL 8 iYF't II ,� COCROINATE INDEX
- OUTLET DITCH INLET TO FLOW 8 LI�___ r� o . - - - N. 316 E. 16 -9
- WITH AIR BLOWN MORTAR.
INSTALL TAPERED INLET 8
2' C.M. DOWNDRAIN FLUME LT`-""' o , -'
• .a ,°. _. _ -. .. TYPE "A” DIKE
13" E -. -. 8 ".. SEWER
L.
APPROX LO 12" W ATER_ 55
1 i pe: N c - .. ....._ .. ___ ___ _ ._. ..� SAN DIEGO PI PEI. INE CO. 283 -6511 `
TYPE "A" DIKE of r
60
72° -1 7 53 - 6466., 729 -2348
753 3900
53 +15 PLUG 8 56+ .. I I l ^ v
d o A8gND0IJ EXIST. C.M.P. A.C. SPILLWAY �LWgY C _ —
- _' I I CGNS•L,: TYPIK, 4 6 / 1. ° 60 + }0 INSTALL 24 "x1
•..- ._. _.. I . .. r -)ELF t7 : •I" ael i _ 7 IMiNG FIA',,,fi (H =6J).. IN A L
". SEC. 11 T. 13 S., R. 4 W. 'c " ' E STL. "•DWD. 8 -3 -11 8' HEA DE 411. THIS SHT. FLOW DWALL. DITCH�INLE1
TO ,.
�' �ONTffS(UCL BE ip „T J( LINE WITH AIR BLOWN 58 "
no 09p1jP1 RA
MORTAR. CONST. TYPE II OUTLET
G. H.S. 18D0 1
^ (TXPE 1 FLAR€! ^L^ CL DA74 ,
CA81E_EIV
.< I nl G = 7° 53' 444
I I - AN OR) Nj R = 4000' SEC. 11 T. 13 5.. R. 4 W. - v,
T = 276.04'
L = 551.21' DIKE LINE
w '
SUPERELEVATi ON RATE
LAYOUT 3' -
' ELR -3 CONC. 710N. 39.21' .. .. _ - - LI
- - _ --.-
LT. 50 +69.76 - - ... ! -. LT. -2X
ELEV. 128.81 -" ... 5' R/W `.I.
.. .. ._ 200' .V.L..
.- -
130 ^ o ` w m ^ ' 5y
RETAINING ITkALLTYFE 6 A � -
v
,o ry „ ! n i- I I ,n .(W 6'1 �_ 130
- - 1.07 _ - n i.. r r EGROUHO LINE - - f 1 =T r.. .•�
-0.75 % ^
' 120 -.. -
E PROFILE GRADE
.• N ^
120
ea m _
m
APPF')$. EMISI..SEWEfl - - -. -. - on
1 + ±
+ F
_
_
D ATUM: u
- :S:C. S J.S..
100
' $�1IL1
<i.wiptt•ft -' a. t � 1 � i
_ _...100
rr r
PA1�ytyf,Jl,Ty - .: -
EXC.
R7] 581
EM@. C.Y. 6 161 80
7 C.T. XC.
53 199 246 ( { SS 0 4G
51 +OU 52+00 53 +OG 54+00 55 +00 161 15 S 2037 t }qy - -`o c
56+00 57+00 58+00 + 60app 61 +00 E.Y. EMB.
- - 62+00 F 1411 .10001 .. -T3q
K•E ""' uN ."": m EL CAMIND REAL Rs MOO -I
alNaw .,...... ... SREETIQ -- OF 191
:
Z Ca :S
:l::c R; AL _l.'
::nclaltoasarlrma - R.S. 1800 -1 1 C(U:IDO REAL - -
- _ __ ^Itlai Carlabed.
' EnF YVRG NNYF NNO VE4CA VI ___ -._._ -�_.
I4N
4 VI
.. .32 190 - F:ap FYo; -
ae fo Ch o Blvd.
'I Cone 1 • 4.42 "AS BUT1.T" Colatraetion Plad
(F'orr,r San Carca.. TJ.) Chestnut For m Camino Real B twou 0.3
J -
St. in Carlotad (42 Shoots) File Dorth of Zncinitas BlvdY -
Ca .e 1 I1.34 San- s At-vo
Caw 1 •. II 4,44 Canstructien .T i
ans Tor Abova - hoer neinilaa and Cheslaut
(Y.0 :.I , is + Shret 491 of 141 Sheet Ave. n Carlobad
'I Rccciv,d F?om Div, fL:yc. - (Slweta 1 an of 141 Shtn - e
- + -I et 491 9A and d Shoots Shoats 132
ThroEy,h 141 uf141
iI 1:[1:81 Zhentc t a krd 1 to 128 on Button -
. 'dyartura Cards 1 to 141 on Top -
- I� .V'nrturc C:r n
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i
MICROFILMED AT '
Y 1L
24:1 REDUCTION
11'111 ri 1 11111 161 �'1 111'1 ' m', .1I'.1117 II 111p11plgl rp llplop lip Illl�ltlll llgl Ipllllllll � 1' 'I' I ' I ' I ' I'IC '1'1'11 IIII� 1 1 1 1 1 1 1 1 1
1 � 111 111 111 {y 111 III tll {y III III 1 1 �y 1 I 1 1 I I yW� W _ _ _
I L�II 8 9 •`° 1 O 1 1 I I I I 1 10 I 1 lib I 1 1 I'Y 1 1 I I i IO 'IIIIIIIIIIItl 1111111111111Y IIIII 111IIY 111111 III III
111 I 111 111 III ql III 1 1 1 1 1 1 1 1 1 I I I
iAaAl,l.l.,lu,l.ulrJ,r l.I,6el Wn lu,lrul, rlm6uln Lrluh, InAurlalu, InArulnArnlgAlrlm; Ir�rnlndminrlulrl�nrhulu41r4uAl�lur�l, IrulJu�rul ,r�uM�,nLx�rJu.1 ®lrlrirl
rlll�ITrrlJ,ld,ld� r I �J Q 11 II{{p1 I 99I I I 1 7 I I 1C I 111 11 I 1 I� I 1 P 1 1 1 1{ Ip Ip Ip 6u Ip I ql I Ip 1 {0Ip
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1r T I I I I 1 r r 111 I III I L, r 1 r
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I TI�I I �� 1 rlTl
11 14 1 h
ITI� I I 33 3 3 a1IIIIIn�j} I 7I I 3 I 1 1 1 I� 1 1 1 1 I 111� I 1 1 11111 `I Il rlrjr
lrj 1111111,
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_ I II 1 14141 141? 141? I 4 I:A
Ib Ric?. 4�q i
REVISION Rv APPROVED nATE
I � - '( _I ..6.,,.,✓ s� , �1CB /97o t St/nav Rln✓eri
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: 1
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d /=E" 4 4: 7GrCu+
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i
r7
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CI COVER (BOTTOM VIE iI1 _ -.._ '•�
i I i I _ w�
„
Cover have -- — — —
I I �
to ha word , -. .... . -. Wi,✓th - _ .. ��—
"Nlonument "cast in LID. �� -� I t ' rGGx r• " J ' -Se
4onament may .: formed oy metal sleeve waxed 1
cardfoard or oy drilling thru hole made for
A See note4 I
C
Slacken surface of concrete collar with flack xinument oox. If there is an overcut,then A
Coat of emulsified atohalt while concrete is fresh oiercet should be filled with concrete 1 "•�
sand ;e/el. g _ - �/r
24" min. -. _-
- -- - utter
_
` , .,b �- <. i.•a1 ♦ 14 1 SF ' I n r,, la
I
. 45'
_ 1
r 8"
'--+ ./ry • •!' ' • • ~-- 1 �' + •• ♦ • �"\ --u I r , 5" ` J —_. '__ — .___.-' ^ta . n._ -. —_
c 1W r I
Monument Marker . e 5" to 9" ♦ TrP` K l 5 rh rw /�e.
Solid brass" 2' dia.top, ° ''' - I PLAN -
Vtl "x2}" shank, L: etz 525 Cone. ? Cone. rn✓� yr.v wiry s/. r
or aoproved equal to be I� 1 to 8" -
gu
set in fresh PCC. y .. • . I _ °`ee dir t an tlGw
• �• .
Top of monument
2 t - - - S . G✓ 'er y -�r : :n / - -_ -'mss:
.. �.. f
-- -- - -- -- - ..1 -
to Si
be approx. 5 tl Sand < nd + — - - - - —r - Fe! r ., s'g -' »rd di�wiog , �4 t' t r
below street surface , • ♦ •.. <.` I _ - ^S ' ^t / y r '�
ur
�rd
(��.. P :.. • n 7iTAr -cr'r - �— .Sutter
4s � SPP rrD7 4 - � � ri/ (.Irti lJ
... -.. - .. . ,.. ,r
18 . Surveyor's Note _ -Edge - cr, s pF -f oo /✓ err �w� �+e t, dashed
Exact Point survey be determined br / cf s /cpe �rAok !'n a ,
✓s , i
,! ' accurate survey and clearly I i L BOA' 45° S1" ` ✓' ✓f E 9� 9C -',t ,. JVr r.cnt 15 c - �:�.
^:^r/IerS
Concrete ouneh.d in too of grass Narke•
NOTE together with R.E. or L. S.NYmber S t op e brEOk tin �, �r n _ S
S :�' .0 _. COVE ant ^Gr "Fr'• _ 1 //
-- in 1/8' numerals. r'crmed of 45 °ds s,'Gwn.
in Place ithin 30 jays after Comple- I
tion of subdivision improvements. (Set` Standard Drawing 40. 219), w
�SeenoteS
All required survey monuments or markings .must De complete and GRALf SAG LGCAT;GN 1
OTH REQUIRED SURVEY MARKERS 1 TyPf K -/
I
All exterior subdivision boundary Points not common to ooi•Its in previously established suodivisi I °'AN
ons
or records of survey are to be monumented b 2" iron
ground. All subdivision lots will be marked by 3 /4" fifes 18' long set flush s with l the
ground
h 1 CONTR .;
" vipes to oe marked with metal discs stamped RCE or L•S, Marke
offsets for l rs in concrete I
walks to be lead and discs marked L.S. or ICE _t_ side-
w. lead and discs to oe on orolon a- t]rp�7rd .S SANG/fGU
tion of lot lines for Ict corners, and on radial lines for Points of curve for streets.
SPECIFICATION REFERENCE g
' o r SAN DIEGO COUNTY STANDARD DRAWING i I
hy: CA6n*edGy: 7Pfe _ . - _ _ Sale: gbne y: r s , Count r STREET SURVEY
I ST arm Uv lfl7 tea- r . I: - Drew' y +0.
Surve p li by�c rlty Surveycr
n Drawing qo.
I v _ MONUMENT 2 18 Rcc ao,t FOR Ty�� k A h _/ � 4 _ •r s — 22.3 — f
UF
2i
— /90PW G Trr 8�2d/7o
_ i
, IV116" .Y o cu ITII Y
ti _—
..._. .. s,it 3 _ e. -2 - n..t a.._ non Flom( -- 0 7 I
b. E [ v
1
S
-
.. ....�.p. i -` ^b: d