HomeMy WebLinkAbout1688-228+00
3 RECORD DRAWING d.,
The ft��n�ation on this c wind is �ruan offers and
must be verified in the field by cone prior to use or
construction. HAIL. & FOREMAN, INC. is not responsible for
underground faciRity locations or depicbons. All above groun t :
facilities can be readily seen and venhed by the p
iato NSP, Same.
STA. 26+76.07 PRC
N27'30'30" W (RAD)
STA. 27+31.77 RAD. PT.
N33'57'20'W (RAD.)
23 Cq
O r- �
27+00
S' P U. EASCMENT
2-1
N75'33'58" E 22.05'
TRACT
/ 1272.83 T.C. ��
1272.16 F. L.
i h \ 4-1
LAURAMORE COURT
SEE SHEET NO. 6
26+00 25+00 24+00 23+00
STA 10+36.64 E.C.R.
N83'57'00" W (RAD)
STA 23+50.83 B.C.R.
N 10'08' 18 E RAD
PNo sH \ 31
STA 10+36.64 B.C.R. S S�� \\ 30
N83'57'00" W (RAD) \ �\ ��' \
2
STA 24+21.47 E.C.R. \
N01057'42"E (RAD) r, r, �\ a� - A n l l
�,�,AJ 8 .05 LF OF SIDEWALK DRAIN
....._ _.......... .
_.........._........._............_.........._ _..........._ .......__... ............... __........_ .............. _..........._ _........._............ .... . .......... ....
........................... ..... ....
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: t "....... _......._....._-.......... _......... _- -- -... -. T
.. .... ........._.............. -.1........... _......._--....... .
..............._.........._..........j_..........._3............._........... -..... ......._........ ............_.........._ . _ _ _ -{- _ ......_ -........ _ ........._ ....__ _. ..
?._. ......_.......... _. ....... _..._.t.............._.-__...._......_........_.......___........._........... ._. -.. .. ... .. ... .-
._........._ _ . _ . _........... .. , ......... _ _ _ . _. :_ __;.
_....... _ _.........._ ........_........._...... _......... _........................ _....._.......... _........ ......
_. �.._I ....-I..- .-.. .....--- ......_ - - 1-..�.... + .... ._-. _1_... .....�. ... _.... ..._�... _
1 - ........ _..
_........_........._......................._,.........._............_......................_ ....... _............,. _ _.........,_........... _........................_........_ ............_ ........ _:::......_,............._ ..........._...:.-..... _ ........._ ......... _.... __ .
.............._-. :............ - -. ,...........T......._...... �#...._..........._......_ ...�._ ........ _
22+00 21+00 20+00
RECORD DWC•
[M]GE 5.W. INIDTN TO 5 0', SHOW G ' ELI.:
F-ASEMENT. E XTEND 5T. LT. SYM6, TO BACK
l�1ALK. REV. CDNST NDTE S, LHANbE !� 1F A DK.
APP -5T. L [6KT R L LATE 5T. L GI
bAIN I /A LU�AA 5 11- LL I 15 1;,," =- j-_L-P_.A: FAc���TY� 0.4TA--PEQ Lc-6AVW /
REVISIONSAPPROVAL DATE AP
.........-j--:::...__ I -...-r-......-
: - :: ... _........ _ ........_...
..... {......... _..:::
:f :-... :::::: :::::
EASEMENT( TYF.
19+00
i elf
.....r . ............. .........I
i...�
_... _ ...-�.-......: #.......... _ _:
-... -::: ....... ......-:�
:: ::.- .::.:._ ::..::....
....._ ...��_.....jj!}}__.... .yf.. .. .... ... ...;... ..........._ .............t �_...
CONSTRUCTION NOTES
1�- CONSTRUCT 6" CURB AND GUTTER.
(D -CONSTRUCT CONSTRUCT RESIDENTIAL DRIVEWAY W=16'.
a- CONSTRU T CO RE .�SIIDEWAL
q�-�CONSTRUCT A.C. OVER 12" COMPACTED NATI E'"-
5a CONSTRUCTS R.
a- CONSTRUCT WHEELCHAIR RAMP.
O7 -- CONSTRUCT 6" TO 8" CURB TRANSITION
PER DETAIL- SHEET 9 OF 9 . TOTAL LENGTH=8'
(D -CONSTRUCT SIDEWALK DRAIN SEE DETAIL SHEET 9 OF 9
C�CONSTRUCT 6" CURB.
�O SINGLE 5,800 HPS STREET LIGHT.
O
DELTA
RADIUS
LENGTH
TANGENT
COMMENTS
A�
40'00'20"
495.00'
345.62'
180.19
CL, RAD. PT. TO CL INT.
B
58'27'49"
495.00'
505.09'
277.01'
CL, CL INT TO EXIST. IMPR
C
101'37'30"
495.00'
877.97'
607.20'
CL, RAD. PT. TO PCC
D
29'28' 12"
513.00'
263.86'•
134.92'
N. CURB
E
33'46'01"
62.00'
36.54'
18.82'
N. CURB
F
253'27'22"
38.00'
168.10'
- - - -
CUL DE SAG
G
40'49'56"
62.00'
44.18'
23.08'
S. CURB
H
1
�0 `Y.'44'
477.00'
756.59'
484.37'
S. CURB
x'1.59'50" 400.00' 13.94' 6.97'
CL, CL INT. TO PCC
J
'x,4'2:'_'31"
513.00'
486.85'
263.51'
N. CURB
K
85`,_ T'42"
20.00'
29.99'
18.62'
CURB RETURN
L ' =
03'09'21"
495.00'
27.26'
13.64'
CL, PCC TO EXIST. IMPRV.
40' 0' 40' 80' 120'
STA 18+39.85 SANTA LUCIA
�STA 02+59.95 HALE C.L. INT. GRAPHIC SCALE: 1"=40'
�1
N69'40'00" E (RAD)
I� Y
P. -,3/
�TEOF CAL\F�) CITY OF F, CALIFORNIA
--- -
PUBLIC WORKS DEPARTMENT
Z
DRAWN BY
STREET IMPROVEMENT PLAN SCALE:
230 WN.60LDENOEI CLE �3D SANTA .ANS;[A.92 0 - I0 f%I �(n�- DESIGNED BY HRT. : 1 _40'
�- M.M. SANTA LUCIA STREET VERT. . 1 -4
CIVIL E J�GINEkRIN LAND PLANNING LAND SURVEYING CHECKED BY DATE:
__ ..�.. �.�-..Y.--.-- _..�._� .�.� -,..{ .-�r y... TRACT 1313 6
PRI 4RED UNDER THE SUPERVISION OF. J.C.H.
Z� t JOB NO. DR. NO. SHT. NO.
-9 APPROVEDIITY
PRO-- DATE JO C. HOGAN .E. 26229 DATE: 3825.136 INTERIM CITY ENGINEER R.C.E. 25126 h6eZ OF 9