HomeMy WebLinkAboutPH057237W,9L L P R EY/s r , PAVLrO
_ . � . •-��EADlNG PL.�N /P%�:/ DRA/titAGO DITCH
R�W /O/'
501 /'
Z' 2' ram. r' 0.5, 4- Z ; I I-
R/w
FOR S/DEG(/f/L/C LOCA7-/0N 4( i J9RKWAY
GRAD/.VG CC0Z D SPiP/NG L ANEJ SEE G/rYl/TS
PER L7ET/9/L TO �P/Gf/T h�E4EON.
I II ,
/ a�,Ff
0.
cUT.t/'�REC�9P Gror>'e Shown e: s`N 4"�pC. C' WOii�{•
'� -�--�- t1 COwST. (6)=Ar )"TO /z.) 4" •:::•
S7`d P. C• C. Cur,6 G f/` �gE=E AK7TE N�/I% ��CCC.T wpLK ••a `
L Type �9-Z 5..
CONST.
rz/T. 4 "Type I WC Pvm>` SLOPE 2%/ STD. P. C.C. CLIA16 f GUTT.
EX/Sf RaveMC17f FUT. Crushed A•gy. Base (SEE V0 2ZNQI/)
FC/T• Prt�c¢ss¢d Misc. Bose
FULL SUPEPELEyRTED SECT/0/V
- DIRMON.D BAR BOULEVARD zao'��o
FOR A,DO/TIONAL 7 YP/CAL 5EC7_I0N SEE SHEET M_0 /O TO 112rp' E/O CROOKED neeAv DRIVE
0
it
it
l
P -A exlsrinls 7-
s14 Z, CHANNEL M
41 PO. NQ 273
4r
LOCAPOAV MAP
i
5CAL1151 = 1,000
EXIST/AS
P. O. IVQ .59a , zz arG�'t
9�A
N
/CfY MAO
GRADE APPROVAL ONLY
SUBJECT TO REVISION BY
SIX INCHES
NOT GOOD FOR BUILDING ELEVATIONS
FOR L.A. CO. RD. DEPT.
BY................................................ DATE ........... _.......... .....
TRACT N032374
TRACT
STORM DRAIN
P.O. AIR 1347,
UNIr I
NA
w �
A
R,
20' 20'4.
2"
_ L 46YEL � L /NE
4
G" loft Sr
NST. (5EE ATE A4F /2)
CONST. STD. P. C. C. MPS f 6VI77.'
2 TYPEE 9.C. PY1NT. ON TYPE R-2
CRZISHED 9GG. BASE CSEE NOTE Ns
COLD 5PR/AIG LANE
HAWK 141000 ROAD
r
R/W 60 R/w
L30 30
a, 181
/ /
I
Q"' • • '�• e"C. F 8"'C. F. ° C NST.
CONST. G° r • ��
4"P. C.C. Wi9LIC a`a /O" !O" ��: " PC.C. WFr►LKQ
(5E'E AME A* 12) 5 5 (SEE NOTE N /2)
CONST. CONST• TD. P. C.C. GUTT
CURB �' •
STD. PC C. C. CURB r GUTT. 2 TYPE II R. C. PVMT. ON
TYPE A-2
rypE(5EE NO E AV CRUSHED f7GG. BASE SEE ATE /V°
0ENT TWIG LANE
BA)T-8/ LANE L.A. CDUiVTJ' �S'T�.
6AAIBR'OOK LANE
0!p� L A lv
REVIEWED
TY-PICRL PVRKWA?YRY4D/N
WHERE S/DEWR,'L K /5 R ZU/A EN
TO TNE• CURB IN NI L S/ [cy
L _ 2 9'
SUBMITTED
7 G
DATE DIVISION ENGINEER
R/W
�1 '/ MAX. Cur 5L OPE
=/ MI9X. FILL SLOPE
APPROVED
)E51G DI I510N DATE RO D COMMISSIONER DATE
� PARKWAY GRAD/A/G
WE57- 5/OE'
(COLD 5PR/A- L•AA/E )
57A• 07474.5/ TO 4A56.=
r�
2 9'
17' -� 17' /Z'
R111
" •R �°7 : _LEi/£�. LINE
CaV9T 4'" LK ', - c" ----_ ; QNST �•f'�:C- N/QL�C'
(5EE A/0-rE N•Q /2) ,;.• (SEE NOTE Alp /2)
CGW9T 57D. I°L•G CiG 2 - i CON5T. 9M f. -C C�6
7)?l A-Z CCyv5T.22C•PyMT TYFE llON TYPE A - 2
CRU5HE'•O AGG• ,8115,E
GLEN PEAK COVVE�_G.A eo,.v/'y sT�.
30 .1 .0O' 1 1
18 1d /2' DRIVE APRON -h
TOP OF CURB
s S BENCH MARK:
/ lr r--- ---- ----- -` C. G. 3907 ELEV, 25
RD6Af 7A6 /N CB .mFT. NLy ACR 97A7: NLY
~ 8 ~C.f. ° ' .::.
GUTTER ( I COLD SPR NeS LQNED/QMDR L.D.
¢ Row,
'
G
4' 7�d 7;o,�i is
L.AVc �'o/vsT. c syEo AGG BASE ON S.W.�ccs �.P�f�aTr. 4 A ,o' Max - 5 MAX. QUA v. ' oTTERB/EIS/ -sP
STO..o?C.0 4105BE PLAN
(SEE PLAN )
Ty�E.4-2 PLAN
g1IEET 6 ''`
RAW
D oUovry C�/sE C.r: r M
' PI% PT •PH r7 7°
4,_- _ 0� 23
IZ 1 STANDARD NOTES
,J� ' ' ' • ,'
1. ALL WORK SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND
THE t�xlA NGELES COUNTY ROAD DEPARTMENT "STANDARD PLANS" AND "STANDARD SPECIAL PROVISIONS
KOA Y' IN EFFECT AS OF NOV 2°.l,1076.
5ECTI('12. APPLICATION FOR AN ENGINEER OR INSPECTOR IN CONNECTION WITH WORK UNDER THE SPECIFICATIONS OF
A / A A THE LOS ANGELES COUNTY ROAD DEPARTMENT SHALL BE MADE BY THE CONTRACTOR AT LEAST TWENTY-
FL/T�RH S7-�, 7 �1��/ F1 A FOUR (24) HOURS BEFORE THE SERVICES THEREOF WILL BE REQUIRED. PHONE 22G-0174.
/!,p• /s�8 3. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS
/DER �RCEL MAP
TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE TRAVELING PUBLIC.
FAILURE TO COMPLY WITH THIS REQUIREMENT IS A VIOLATION OF ORDINANCE 3597, THE HIGHWAY PERMIT
P14R/fI4AY
DR'VLWA/ MODIF/ PON DETAIL
ORDINANCE.
4. IF DRIVEWAY OPENINGS ARE LEFT DURING CURB CONSTRUCTION, THE DRIVE AREA MUST BE PAVED OR THE
E R�O
FOR W!-II,�ELCI�•.1,41R RAMPS
CURB OPENING SHALL BE FILLED WITH AN ASPHALTIC CURBING.
5. STENCIL STREET NAMES ON AT LEAST TWO RETURNS AT EACH INTERSECTION IN BLOCK LETTERS.
G. CONSTRUCTppONNNE CURB�:�• {t�L AAAILSOX BLOCKOUT FOR EACH LOT TO pROVA(p��C)FWO�it FUTURE
o
OI�TRUCTIONS M AI Y PO YION OF THE SIV'EWAt KEI XCEPT WHERE WAL140 K 15 6WEA'nlX THANAa ,
(�
a
/G
CONST /'GG WALK 2 a r.4.
7. WHERE SIDEWALKS ARE ADJACENT TO CURB, CONSTRUCT RESIDENTIAL DRIVEWAYS PER STD. DWG. NO. mv.
'9�/iB
OIV -VAT/VG 501/4
8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PRO-
_
PERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION
OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SUBDIVISION CONSTRUCTION.
,S7b/4M /.7RA/N
I
"
9. PROVIDE A STREET LIGHTING SYSTEM APPROVED BY THE LIGHTING SECTION, TRAFFIC AND LIGHTING DIVI-
STREET
64
4
V? �,//P.�OT• 137, ttiv/rS I
AL
' ,' : e.
' : i . .: o
.• • • : �::',
•' • . :• /�� ✓/� u ' '�
/
/ >> ��or v /' /ywJ�1�/' R / TO
SION; AND PROVIDE FOR THE TEMPORARY OPERATION OF THE LIGHTING SYSTEM.
U
V
�op "" -ti
; .'.: • , ;,'
"
�--- „-� PLACe Io OIA• 50NoTUeE
THEEXI9TEAe AND L.00dTlZw of ,4NY UNGIERd�✓D
PJPE aQ STRUCTUR�cS
1iL
J
:•• ,
f��/ W/7X,1 WALK.
l/1'/LJTY _,waw,V aV 7YEaE
AUV.9 ARE Of3T,4/N /3Y A a
741E AYA/"f.
11. PROCESSED MISCEILANE0U5 BASE MAY BE t15r;D UNDER CURB AND GUTTEsR tN L18U OF
CRU5HE0 AGGREGATE PEASE.
b
I
`�
*
'- ` '" '
„0RCHQF -E
(SEEN /3�4/C
• • : p •"
�Q&OW.5. AAMR01641- OF 7#,S PLANS 4Y71/E
12. IN LIEU OF CRUSHED AGGREGATE 9hA5E UNDER WALK5, CONTRACTOR MAY USE rROCESSEO
COIWrY OF L 0 6 ANGELFS D0ES NOT CoVgpTUTE
MISCELLANEOUS BA5E OR SEL.EGT MATERIAL WITH EXPANSION OF3`Yo OR LP555 BY SOtL TEST.
t
,
40
t
,COI/E
A REPRESGcJVTQT/ON AS To QCL'(/�Q�'y OR (��Vf -
PLETENESS OF THE LOCaT/ON OR /Wif EX/S T.-
13. WFIBREVBR 5TRI:ET OIKAI7E5 LXCEEO a %, NO ORIVEWAYS SHALL BE CON5TRUCTEO WITHW
THE AREA 25 FEET UPSTREAM OF ANY Cf1T'CH 6A51NS.
C(INEID1./L. MAIL,DOX BLOCK UV / ENCE OR NON- & /$TENi^E OF dNY UNDER -
PUTS PREPARED BY:
V 7' N CON50L/DATED, /NC• 7-Sl,�0/CQL SECT/O/Y
7Z-30/ CAMPUS DRIVE. _ AE"2 .SOILS 7"E.ST_
/,q I//Nt j CA 92ro64 t5/4) 833 -2450
/_�� 87
Art•RDVED L��d'l1. -�4-+ DATt 5�1''_--L
GROUND UTILITY P/oE OR STRUCTURE WININ
ME LIMITS OF 77VIS PRCk1ECr•. 77,1E COVMC 7,OR
/9 REWIRED TO TAKE 144(-L DOE PREC-X&T/ONA?Y
MEAA13 TO PRO CT E &WX17Y LINES NOT OF
`�QEiC W D OR ; OT ff/D N ON rY19 PLANS •
REVISIONS
REMO 57PEE7 5MICTUYAL 5E(7ldN PE,P
5M5 Tf5T
/D-,Z8'77 Appwovzo
�MtOYE ' TE -- -_ DATE
LOS ANGELES COUNTY ROAD DEPARTMENT
TYPICAL SECTIONS
BENCH MARK
STANDARD NOTES
KEY MAP
Ay SHT / of /4 SHTS
TR. 32974 7
L.A. CO. ROAD DEPT. .SHEET #1
3049•Z
0