S-59-16.1-16.3I I
■
zo, 30'
S,
tt! 18*
COM77,4101- 0,c-1w7A7-Z-,A'1ALS
(A
for concre to s/ /arturos Shall /70V& 0 Cld?andlww v0 /vs
of not less tfgn 7S WI?Cn sc,b/:octod "0 7'17& CleC717CPSV
• , "n accordance ~,,'A Cg&iGrn;,7 4//y ol,
The avlrr4717e 0{ 1'17C SC'l-X7' 74C S��L7'
de�erm/ wed on threw svccesive some /es rho / /not be /ass 74h1717
wl'Y'17 17c, 70 kvbel, the yles-71 /s 1t Bosamoter/b/ to be defcn,ned
.. Performed in
4A2/7B 3, /-9 SG - A-ac
of -SO7
rrplcAt rccrlom
REDLANDS DRI VE
DA WN VIEW LANE
30, -30'
to' 20,
Bose .noferio/ to be deform,isad
offer rough grodin9.
V*11, �1_11'rV00-074011r]
ry e X-SO 7
TYPICAL SECT /ON
23RD STREET
j
so'
Comxf. 2 -oS {Sao/
Coal, SC-1
00m,
determined by 0ra-
C,0.
rough
Std a
TYPICAL SECT /ON
REDLANDS DRIVE
(,0AWV1,Cl411,V. TO rr,4CrM?3062 )
srRfer SIGN SCHEDULE
LOCATION'
STREET NAME
srREETNt
STREET NAME
STREET N°
,V'/y con
Z3ffl-ST.
Rsd /ands Or.
Ely cd,-
vOWv,~ Zn,
Red /ands Or.
cor
R001112nals On
'20 Wn View
-777`77-�
77V7775F77-
PL A N A ND PROF14 C FOR
1MppcvEMDvTs //v
TRACT" N ° 3476
ORANGE COUNTY CALIFORNIA
Aucusr
ENGINEER
A PPROVED w o e DA7'E,--n,4 22 lq-53
COSTA
A PPROVED
—DATE C%� Z9 S-
NT COUNTY ROAD COUMISSIONER
& COUNTY suRvrKo4R
k,54NITARk STRICT
SANTA ANA HEIGHT'S WA'
APPROVED
DATE /e/v/5-9
COMPANK
DATE
6emc MARK
SrArE � STATE
Irf slel, on' O. C. S. datum, sub trpc 0.45Frcy75
GEW*4 NOTES
atlas A4r -S awcrc,,4 CAFnc y4mr
sty tion,i�q of 19 of sewers.
2. cu^6 ceoyle re ferS AO taco 0," r,6.
3. All w0r/, dor,o 4PAall the clabn.Ay Otr Orange _
scree is and highways sPeci flea t /ons 12/a14dPlY lan- 30, /957 and
standard stroots and h,qh� -ways plans 1dre;t-.30, /957.
O`n131S&~O-r house la�4&r,OAT 1*nsy'o 110131' 7'0
,oroperfy line prior to pav,i,q of streets.
5. F,ie hydros is &17o 114a /0xro 0,7ua/.
5- O,ro
W111 ,6e considorod o,00rt OJC this 717d.vhall 60
,,aer• SAd. AIP S /7.
7 W1141i 14111-
aVs,l-u,r,6ed by o,-- aLi /it /OS
-shall,e,e cc;VOr4pcl by
fear o porio o' ' aw, cp� 0 een .6
0,4, � 0 71 /,mr 41 5- d-"Q'-1ACr04:C:�r;4f&1 i7
9 Woforrna,ns rho / /be /n the PO4PC-&.,l -
sower sye,,Om a'A7,711 240 the OV7141,4r Y`crc 11,
of ,f-/7& Costa Afq-.wc7
Sewer agho // A60'
brc,u4717;4 740 finish 47rctcvdr /*
W17-1&r wySl'6`m SAO// uS& /7'&rnS "S OC'0110WAF
- = laws c7a.4. valvffs On A427,i, bn,Y
b- 10Wa 'C-lic AlYdrO177'S.
c. -/O yes /c,nOs SY%*o Once oA17V14F
d. P, Coro oar Serv/ce Lanes. .
'e. Coss ISO TronsitC WO for ayno.
f: Smith B/oir Bronzy "WS.
/5. Tract //nd- 47raa4;,757 J-A,7// -a PA/pa Orongo County lf/92 "f �57
Commission Grading ragy,i- o,nont ctdver°oa✓A,ori /25i f956.
.411 COrnd-r-• Sllall,6e Tol' Zn ;4/71- ROC-orczl
71c,
shalllxovcp
ESTIMATED QUA N Tf TIES
3,670 C, Y.
2 S. 26,750 SF, f.
BA S--(m as- OerrrRmrfvxo 4irrq Rcvpa M,IGpNGJ SCE 7'"IC11 SCC7-10,VS
SEAL COAT Z 5 GALS.
S.
SC-2 C0,47* 740 GALS.
567
CURB 4,40UA/,0 RETURN /./Olt/E
r., Soo S. A.'
RE C01 VS'r EX /ST. A 1.4 A/, l,'C L X TO 0,70/ -7 4 V/, /0 4 -C ICA,
a MA /N 700
IG VC.," HOUSE CONNECT/ON LATERALS 4420 L..,&
s-li-c"I'llp /1,14/WrI04ES 4' RA •
EA -
6 - r,4?141vsl / 17-4- W.-I TE.Q ,1719 /A/ Soo L.F.
W,4 A/0 V-15Z- CONNECT /ON LATERALS /7 EA.
6 GA 7--l' V;eq /L V-6--T 2 CA.
STREET L/GHTS S EA.
W -60 -R REFLECTORS STEEL Aqvs7- z
--
GUARD PAIVE-Z- 28.5 L.
G,4,5-C 226 L. F
CURB /NLET CA 'EA •
No
TRACT N?3476
SHEET I OF I?
75-R-10
6; 7" /:::},2
Consr'.4J =t3n,3'RM3. �y /y f :iar {eq
♦wo w•GO -R refYecfor.°n:arp�
6rodo to drol.�C♦a �.2 •(: {e1- /i0'! 3 P`
,6
CURB RETURN CURB FETURN
d =,99.58'23"
R =zs.00' REDLANDS DRIVE R,25:o0
4 -39 ZG, SEE SHEET 3 b
L =39.
M sa M
a
17
T( r
(m z)UJEST of ry '�'.�, N ZJ�AST of
�� Gets 6Pt. u eu E.c.e
?fi' [ 7 mae
6 ,T J"6 nu
r
o
23 RD
01-00
Center /iie morsumenf fa be So{
� in occor•dvnc� wiY6 OrC /Z /O�
l
f
t
CURB RETURN CURB FETURN
d =,99.58'23"
R =zs.00' REDLANDS DRIVE R,25:o0
4 -39 ZG, SEE SHEET 3 b
L =39.
M sa M
a
17
T( r
(m z)UJEST of ry '�'.�, N ZJ�AST of
�� Gets 6Pt. u eu E.c.e
?fi' [ 7 mae
6 ,T J"6 nu
r
o
23 RD
01-00
Center /iie morsumenf fa be So{
� in occor•dvnc� wiY6 OrC /Z /O�
Ism—
OEM
MEN A ME=
SEE
MES
NJ
/D CONST. 2 "pM.S 8 SEAL COAT. SC2 PR /ME COAT OVER BASE (SEE TYPICAL SECTION)
O CONST. TYPE "D "CURBS GUTTER PER STD. PLAN N°S07
OCONST. P.C.C. SIDEWALK. 4" THICK
O4 CONST. CURB INLET CATCH BASIN PER STD. PLAN N- °520
OS CONST. B" V. C. P, SEWER MAIN
6O CONST. 6" TRANSITE WATER MAIN
O7 CONST. SIDEWALK LANDING PER STD. PLAN N°SI/
FA /RH /LL DRIVE REDLANDS DRIVE n CURB 4ETURN
�.I T- 26.0 1'
:, of 12' '
?-- i!.'.`, '% , CURB CURE
R. /0000'
N
Qri✓�� ys�
.6C bj nj b O)`1 U 11� 1 7 V V
j 13 `V^ o M 31.a6' Ss
'' Conr {45 °fbn, 3'i?M. -:-
Grtsc% .00_
1
7
&l/ 4 CUR vE'
0 qF / - n /GE %jiOZ 4=90°01'34" at
R <4300' ,
L =G756? 0
12,
Elj
EPSEtn
5
cv.4a cupvE pRyEE
d =/3/ °0050" RTC �
t7� SB.00'
i .iva cel G�O
Cansf qquo�opons /,
8 ..
7
SEET/{ /S SHEET
DAWNVIEW LANE
G
W
Q
C
/0 Z t
It
j�Exis{ p{°rT droir
1 oil Eri f. d `Y y
If
II �F =.ef. 6 "a,r6
� J
II
n
I1 Tronsifion sio'ewa /.f from 6 "to / 'fJ•an -
,o.,�o«fy /ii�e Lrom Sfv.OS999¢
tl to Sfo. 11-04.94 ond, join �.risf5
I I
II 9
If
II (
• 9!
J r 1
i
'I
TIN =
=
/D CONST. 2 "pM.S 8 SEAL COAT. SC2 PR /ME COAT OVER BASE (SEE TYPICAL SECTION)
O CONST. TYPE "D "CURBS GUTTER PER STD. PLAN N°S07
OCONST. P.C.C. SIDEWALK. 4" THICK
O4 CONST. CURB INLET CATCH BASIN PER STD. PLAN N- °520
OS CONST. B" V. C. P, SEWER MAIN
6O CONST. 6" TRANSITE WATER MAIN
O7 CONST. SIDEWALK LANDING PER STD. PLAN N°SI/
FA /RH /LL DRIVE REDLANDS DRIVE n CURB 4ETURN
�.I T- 26.0 1'
:, of 12' '
?-- i!.'.`, '% , CURB CURE
R. /0000'
N
Qri✓�� ys�
.6C bj nj b O)`1 U 11� 1 7 V V
j 13 `V^ o M 31.a6' Ss
'' Conr {45 °fbn, 3'i?M. -:-
Grtsc% .00_
1
7
&l/ 4 CUR vE'
0 qF / - n /GE %jiOZ 4=90°01'34" at
R <4300' ,
L =G756? 0
12,
Elj
EPSEtn
5
cv.4a cupvE pRyEE
d =/3/ °0050" RTC �
t7� SB.00'
i .iva cel G�O
Cansf qquo�opons /,
8 ..
7
SEET/{ /S SHEET
DAWNVIEW LANE
G
W
Q
C
/0 Z t
It
j�Exis{ p{°rT droir
1 oil Eri f. d `Y y
If
II �F =.ef. 6 "a,r6
� J
II
n
I1 Tronsifion sio'ewa /.f from 6 "to / 'fJ•an -
,o.,�o«fy /ii�e Lrom Sfv.OS999¢
tl to Sfo. 11-04.94 ond, join �.risf5
I I
II 9
If
II (
• 9!
J r 1
i
'I
Elj
EPSEtn
5
cv.4a cupvE pRyEE
d =/3/ °0050" RTC �
t7� SB.00'
i .iva cel G�O
Cansf qquo�opons /,
8 ..
7
SEET/{ /S SHEET
DAWNVIEW LANE
G
W
Q
C
/0 Z t
It
j�Exis{ p{°rT droir
1 oil Eri f. d `Y y
If
II �F =.ef. 6 "a,r6
� J
II
n
I1 Tronsifion sio'ewa /.f from 6 "to / 'fJ•an -
,o.,�o«fy /ii�e Lrom Sfv.OS999¢
tl to Sfo. 11-04.94 ond, join �.risf5
I I
II 9
If
II (
• 9!
J r 1
i
'I
• 9!
J r 1
i
'I
i
/O CONSL 2 "P M. S. d SEAL COAT, SC-,? PRIME COAT OVER BASE (SEE TYP /CAL SECT /ON)
OZ CONST. TYPE "D" CURBA GUTTER PER STD. PUN N-° S07
- O CONST. Pry C.C. SIDEWALK . 4" THICK
OCONST. CURB INLET CATCH BASIN PER STO. PLAN N. °520,3�z':3 %zFsiiG'go%viniied onq /t -`' 7 4� �L)
A 9o.o /yam" W CONST. B" KC. P. SEWER MAIN
rr -430z' O6 CONST. 6" TRANS /TE WATER MAIN
Lc 6Z Sa'
O CONSTry /S "C M. , /4 GAGE, STORM DRA /N
23 RD STREET
- SEE SHEET 2 - -
-. CURB RETURN � CURB RETURN -
- d -B9 SB'23" � tl d =90.0/74" .,S
e -2soo' q�Q -,0 .�CI f� �.r =zsoo' % DAWNVIEW LANE
i0 SEE SNEET2 -
�� 17 16 15 14 '� 13 12 // I m z' y� j
k60 Z p k�D W.3'
4 W BZ95'
rl
�'
0.
�O 55.96' 70. O -mw. 7D. 70. 0' -10. 2 CMfar /iia! monunisnf sb mil. O ' -�`"
-
-
/3 -/0 ASE
,.`: .�7s. -,,,. ". ✓+_..._ ... -s... 'g - <,< '�. _+.' rO � - A. _�E ME TF 7 o-oq
2 „ -. / I .i•Aa' _ �' __i :G .- - ®'e'N85'�JP�S/ �a:msa. S .. �.
V Poo, °fmLS'SB WER^ 00�\ \ ,.; •`•
t
- /nrta / /Fh: k V \° .s4 ' 0' ! �.G,;.6�• 0. ' �w " l n .rgp j kGi 9 j .60' 1.
;� s t1 A
W;s
0v CURB CUR ✓E 2' 0 t4
9 aoo' So"
- oZ 8 3 S l 7 r EASEMENT • p : 4 o dd C ~ c + ' o c "*l i , � / \ � � �,� a • "\ eF ms � ° �y o M ~ ~ - 0 } 5 y c r „11
�
�
6 p
y6 �
� (
J
_
h Lo :Ji (�•t'2 _ %% m \B �, \ L . /32.62' +:'• °%
W o cu Rrruvv L `�” S 6 2 G�g 7 8 4554 E1
a =9o•o .i7" / fir✓ 1 E y
` ! a =2500' lC sG IG10 �r CURB CU4vE ORP N�E� 5O
! r zso/' s� jOd 3/0
I / a.2o•29'ae' 1DpA E/5 ��i5 PLC^ r /
r
,
�� STATE BENCH MARK STATE
Cha /Bd "p" o t rVaw,00nf Ave. and 2 / +rSf. , /2 2' N W
" , DRIVE of eenfe� /ii/� of'rYlW,00! -f Avc.s Q/'N.E. of cen tsr /ii�a
REDLANDS 2/ sr St PLAN SCALD �� STORM DRA /N AND SEWER EASEMENTS 210 b n 0CS 3� 's bt�act o d5 '0 o0 r
- - / .40 �G, _ o / / /cvo�Ions shown on th�•st°/oIons.
O / 4 5 O PLAN .40ALE / 2
Eft
Ww- - - - - - -- -- - - -- -- - :- - ..