HomeMy WebLinkAboutDWG 814-3; ; COUNTY - PALOMAR AIRPORT ROAD, 1972; 01-04INDEX OF SHEETS
SHEET N!
I Ti1Ie Sheet
2 Construction Details
3 Pion a Profile
4 Airport Access Rood
a Culvert
San Diego County Standard Drawings
Profiles
124-1 Asphalt Concrete Spillway a Flume
201-2 Asphalt Concrete Dikes
220-1 E)(cavotion and Backfill
22 7 Asp ho !t Concrete Driveway
128-1 Rock Slope Protection ( Modified) -
Calif Division Of Highways Std. Plan
D94-2 Flared End Sections For C. M.P.
D75-8 Pipe Inlets
Culverts
'
' ' '' ,' ' ' ',', ' ;, ",\TT[N., 1m1 IS U-IRECflD TO THE f'OSSltJU:'. EXISTtNCE OF liNDERGROUNO F"1-1Ctl1Tlf.'.S ·
NCl 1 KNO!,,N OR If, ii tOCJT10N DlftEREtH FROM THAT WHICH IS SHOWN ON THE PLANS
Cl' IN HIE SPECIAL PflOVISiONS. THE CONTRACTOR.SHALL TiiKE STEPS TQ ASCE~TA!N
TH[ CX!\CT LJCATION or ALL UNOE:RGROUNO FACIClllES PAI.DR TO DOING WORK THAT
MAY DAMAGE SUCH FACII./Ti£S DR INTERFERE". WITH THEIR SE.RV/CE." .
aEF'ORE e:xcAVATfN(i,. THE CONTRACTOR SHALL VERJFY THE LOCATION OF UNbERGROUNO
UTILIT!t.S SY CCINTAC1'1NG tAck o~ THE FOLLOWH,Hl LISTED UT.Ill.TY COMPANIES;
G~S i ELECTRIC: S.0.G. ·1 £. 132-4252, EXT. 1651
TELEPHONE: P/.\C. Tc_\... co' LOCJH ING ~ERV ICE ;19e~o595
Wl\TER: · ;·•1·-.. · • •-'-'-·-'"ll' '·•1"L. 1,,,_., ·'1111:. --1,'\H_'','. 1·_,:.:;·;,_,_,,,r._··1 , ·, . ~1 · . • •• , H ... ,,:, ,. M. , , " ,r .i .. , ~ \
;:).EWER: 2?:ff::.--fl,('~_,.'\f) /.~,.i)t,·I' __ · I)t.J).1\n_1f•t·=~ff, ['\ti '.~:/lri T1•\r ::ry-;. ~-\,iiLi _~:·t 1Jti1: A(lf"'t>rr 'I. ,. ) \·· , ,, L_ .. ·,
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COUNTY OF SAN DIEGO, CALIFORNIA .
COUNTY ENGINEER DEPARTMENT
PALOMAR
West
'·
. I
·,
I
I .
'
PLANS FOR
CONSTRUCTION OF
AIRPORT ROAD (R.S.1534-66)
of El
Net
Camir-10 Real Intersection
Length 0. 74 Miles
BeginningOf Project
.. Sta. 162+20
~
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'-·····_j . .,.,...,,_, , ., .. ,.
'C',,,'"1 .. \,,,.,,i,"1:)1~\ .,, •• ,
Seo le 4 11
::: I Mile
PLANS PREPARED BY
COUNTY E~GINEER DEPARTMENT
COUNTY OF SAN DIEGO
COUNTY
~()(II\ t
t a gun :1
II {. 1
----PROJECT LOCATION\_
I--' 11,,
Approved:_June _2 19JZ
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t '"''
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Ill~
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w t;"''"' ~fj~~"' ~~g,..,~
U) r.. 0: a.. -! -..... '" CL. .. 0 0 z z
R/,J
TYPE OM~I INLET W/OPENINGS·-
ON l,JO SIDES. HEIGHT OF RISER TO
BE DETERMINED ~y THE ENGINEER
IN ]HIS ARl:A (l'"ROM STA. 176± TO '· .••
'
EXCESS EXCAVATION TO 8E PLACE0-00-..
STA. 182±) MIN .. LUNGITUDINAL -~. ''-\
GRADE 1 % \ . 2 %
~
///,,/ // _/ / ////// ·<;
5' & 31 I
SEE SHT.
4 Of 4
2 %
TYPE "A" DIKE ,,
•
______.._ 2 %
63' 63'
/
5'
PROFILI: GRADE
2 % 2 % 2%
0.25 A.C. TYPE "A" UlliE
1.25 AGG. BASE (CLASS 3)
TYPICAL SECTION •
ST/1. 11,5+41 .76 TU 190+00
* TAPER FROM 20 1 AT STA. 162+20 TO 32' '·T 165 41 76 H STD.. . + .
Scale 111 = 50'
80 ( ±) 81 ' ( ±)
EL. 289.09
. ~
1 . QI
UNLINED DITCH
IN CUT
3'
5'
DEPTH OF DI ICH ll'AY VARY
TO PROVIDE 0.5% MIN.
LONGITUDINAL SlCPE.
•
COUNTY OF SAN DIEGO, CALIFORNIA
PALOMAR AIRPORT ROAD
West of El Camino Real Intersection
R.S.1534-66
CONST. DETAILS a CULVERT PROFILES
Sheet _L of -1...... Sheet• scale:
W.0.# 3 -2738 F.8.#
Approved by:
if"
COORDINATE INDEX
Constr. Comp!. Date
Hor. As Shown Vert.-~
Dat~ sxW ... "-
Date O:IVl,{72-.
> Date G• i2. ~ 1? __
R.C.E.114~8
N. E.
... As Built Rev.
REVISIONS
No. Descri tion By Approved Date
UNLINED DITCH IN FILL
5'
I.E. 285,Q
DETAIL
STA. 191+06 TO 201+41.54 c.T.
177+00 TO 179+75 LT.·
180+50 TO 182+00 LT.
ct.
29.5'
PAVEMENT lAPERED FKOM 40' I 29. 5 I 5 I TU 64' ···-·---'---'--;..;._ -~---___ ..,.__
I
EL.289.64
I.E. 286.3
STA. 165+00.5
FLARED END SECTION
\STANDARD ROCK SLOPE
PROTECTION
63'
HtMOVE ~XISTING CMP
I N'.ii Al.L 18"X82' ~1'1iP HI TH FLARED ENO SECT I ON ON RT.
~IOTE: R'::vlOVE" EX I ST I NG 1 211 CMP AT STA. 166+09, (/IPPflOX.)
CONSTRUCT 3' ~□!TOM DITCH ON Rl. fRCM STA. 165+00.5
TU STA. 16~+09
SC AU:: 1 " = 1 D'
63'
32'
5' 'H\kll:S VARIES FIW!VI 7' 32' f----,,+----,j---
~ ------F!iOIVI 25' 10 30'
(
-.,,.___....._ T y p E \i:, ,l T U 2 '
D\l(E I~,
/EXISTIIJG
DIKE
R/i,.J
~XI ST. 30" ~_{.......,_....., /
CM P -~ _ '::._ / ~~mJii-..'..-f-----------------'-'---------------+--------------------------,-------_::~IC'.><;)oo ___,.~ ~ 0 ."25 ~-l
JOIN ELC:V. 266.58 NEW 30" CMP STD. ROCI< SLOPE PROTECT I.ON ~-261'·0~ _.. 1.25' A8 CL.3
.____ CUT EX I ST. P\/IVI I I TO
O~TAIN ~IN. 2' WIDENING
G.08' MIN, A.C. CAP
I
'"LAR:J ENO
SECT ION --
5'
STA. ISO+ 50
INSTALL 30"X160' tJliUMINll\JS CUAlED civ1p (0.079" THICI()
25° LT. SK~W
Scale 1" 10 1
q_
32' , 32 I
EL. 269 0 1
5'
EL. 260.64
L----c.1-----------~ ---,t--------.---1;-__;~~-
'1. E. 261.ll? I.E. 26',.16
STA.191 +06
EXTENl EXISTING 30'' C.~.P. WITH
1-30"X32' C ''1.P. & FlARED. Et:D SECTIL'N ON LT.
1-30"X10'C!'II.P. ON RT.
Scalr. 1" 0 10'
I.E. 260.?D
STANDARD ROCK SLOPE
PROTECTION
SEE OETll.lL
R/W 63'
'TYPE "A" DIK'.,
SECTION 0-0
FRO,~ SIi\. 198+ii1.54 TU STA. 201+10
NOT~: Al TH~ EN~ OF PkUJc:CT FU\IHER-OUT THE
A.C, CAP TU OHTAIN A SM □UTH SURFACi
No Scale 63 1
TYPE 11 1\" L1 I Iii:.
L X I ST I Nv A. L • -i--_, A.C. CAP 0. 17' MIN.
1 I (VAkli\bl_E IHICKNESS)
.
D. 2 5' A-~. ~ .
HREAK EXISTING PAVE~ENT UNDER
HASE MATERIAL FOR DRAINAGE
1.25' AH Ci 3
NOTE: ALL STD. ROtK SLOPE PROTECTION
MODI Fl ED TO METHOD "8" PLACE/'lEMT.
YPICAL RE-CAP SECTION
FROM STA. 190+00 10 S'IA. "98+41.54
\
·• IF Gi,ADE ~A1st 1~.1 Ar,EA OF CAPPING 1s ovER o.59.' fiE 11 USE 0.25' U.C. D1/E.R A MIN. Of" 0.33' A.B. CL. 3 ( 2 .... _.. No ~cale /
PALOMAR AIRPORT
SHEET 2 OF 4.
ROAD
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330
325
320
31 5
310
3 05
300
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290
285
280
275
270
265
EXC.
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~~--WATER LINE LOCATIONS:
12" STEEL LINE b' (±) S/0 q_ . R.S. 1534
b" A.C.P. LINE 10' (±) S/0 q_ R. S. 1 5 34
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COUNTY OF SAN DIEGO, CALIFORNIA
PALOMAR AIRPORf ROAD
West of Et Comino Reol lntersel'.:tion
PLAN a PROFI
Sheet _3_ of _4___ Sheets Scale, I" -200' Hor. __ -_ ··-···-Vert. 1"
W.0,# 3-2738 F.B.# _ Constr. Campi. Date ____ _
Recommended by;,:p • Q
Approved by: ,...
4t. 4-. H ~, 1f't{k Date_!.., .-a--1 'Z-
COUNTY EN NEER R .E. 11458
COORDINATE INDEX N. E.
Constr. Com pl. Date .. As Built Rev·-··-··-------
REVISIONS
No. Description By Approved Date
FEAIHfR-OJT A.C. CAP TO O~TAIN A SMOOTH
JOIN
330
325
,i,,.no,o ,.,.,-!".,,•,, ,,,-,~ J ~~-,.' t we.,,
320
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1 .
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i
....... -,
.. 1· . ........ i
• •• V j ! .
l'""····~··· . "' 1 r j, •=", , u,..-m "'"" "•><• ,,,,,,
.. I
. ... l,
. '..
,/ .. ,
L,
.... {
!
.. ·1'
I nv "" ' I .... 1--· · .... I
I i L . ........ ··1 .... j
I ···· 1 . . .. .. I ........ ' ... j ........................... -------
··· l··· ! I
·-i··
.. r ..
I
31 0
30C
I . 295
290
285 t ... ,. ..... (
··::--,---~>-.·I• j ' ·. I ~ j
~i-.. ~ ......... j·
··i·· .... ·I· ' ' I' ' •• j J., ··'· ...
... '
• I 280
. • .. j
·.·.·+.·.2.'
. I .......... ! I . I
. . I
........... ! . .... j·
·} . . . ,.(,l ..
•••••••• ••❖• ' ............ ·1·
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J ...
· I
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,,,,,j ❖•n,•d•rno,1-\• •n/,m,,..
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L
· I· · ·· · ·· I ! 1
\ . .NOTE.: .. 12i'''STEEL kLM. TS
HDtREi'o .. T(!O'[ b:r: st"Rv TC~ ...... ; . ·i .. i". . .;-f , .
I l INE. 6111 /l.C,. P, H.M, !
I I ·1
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·.I.
·IS" A I RPGRT--·SE,RViff L INf
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. .·:· .·.· ·.·.: ' '" .. "(· ... i. . . ... ;
..... j' .
275
27
265
t.X(.
EMB.
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:1. ,. .. t ..
;,
0 "i a .. ......
I ,-J: .. I"" .. iii "' li ~ "' "'t; Jo >-"' "' .. \!; "' > !!! .., :i
"' ., 0 .
:::, i!i 0: .... ..J .. L 0:0.
"' .Z 0
C ii:
...I ~ Q. i ..
"
:no
325
w
~
C,
' ,.
''"' '
I 315
D
"'
I
I u
I'• "' d z ... w ;o a ( o
w " ,' Ii::: J::~W w uo~
;>-@u, :;;!. ~
1..1.J l= LiJ v,, 0 > Cl•~ a::o,q;::i::0;:
=i ...I Cl!:: • I-u'HI.CH!:IU'.1
305
L.U ~
_J 0 u:: 0 m
' 0 ., = ~ 0 Cl.. z 300
295
SlATION
167+49.99
1 7 3+00. 00
187+82.89
197+82.01
.l··
MONUMENTS .TO BE SET
LOGATiON
I'' I. q_
P. l .
P. L
N COQRQINATE
350,112.844
350,437.684
351,311.124
351,727.016 1
,fAPER FROM 20; AT STA. 162+20
TO 32' AT STA. 165+41.76 ON
80TH SIDES
I .
fYPE "A" Dll(E
165
E COORDINATE
1, 6S5 ,97&. 493
1,686, 1122.173
1,687,620.529'
1,688,530.466
STA.
ON BOTH
'
SIDES
~
100'
OF DIKE
..
'.
TAPE.R TO
ULTIMATE GRADING
LINE
PALOMAR
I
I
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-1
,,,: I
I-
v, I ~,
cc: I
N
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R ~ 70. 00'
(:, ~ 126°52 I 00 11
T •. 139.99'
L = 155.00'
-,,
,R
t:,
T
L
= 200' '.
"' 32° 00'
= 57. 35'
cc "111.71'
,,,,
R. S.l534. 6
, EL. 299_.12
. .
00,11
I
I
I
;:;: I :;;·,
rt, I
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E'XI ST,. !'"ENGE
R ~ ao.oo' ' '
A ~ &~• 00' 00 11
T = 51.95'
l = 92.15'
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''t::_:_;•,~\-;ft~~-.
._.-_ ""'t ' c:,~i. '}·
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_f!QAo
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___ SEE ICCESS R~,o TYPICAL
SECTION FOR GRADING IN
THIS AREA
,. GRt1DING · LINE
•,'I
> •••
E.XC/IVIHION 401 1024 1009 770 E,82 595 461 4117' 238 EXC. C.Y.
EMbANK"IENT o O Q O O O O O O EMtl. C.Y.
0+00 1 +OD 2+00 3+00 ll+OQ 5+00 6+00 7+00 +00 · 9+00
3'
q_. EXIST. RO.
si~. B+bb P.0.T. JOIN EXIST.
PAVEMENT
20' 20'
-2.0% -2.0%
0.83' A,8. CLASS 3
TYPICAL SECTION
10+00
COUNTY OF SAN DIEGO, CALIFORNIA
PALOMAR AIRPORT ROAD
West of El Camino Real Intersection
. .
Sheet _A__ of ~ Sheets Scale,
Approved by:
("
COORDINATE INDEX N. E.
Constr. Campi. Dal As Built Rev.
,REVISIONS
N . ·oescri lion· B Approved Date
R/W
63'
3' -~
*' Vl\RIABLE
HETWEEN STA. 167+$0 TO
STA. 171+50 ON PALOMAR AIRPORT. ROAD
PALOMAR 'AIRPORT ROAD
SHEET 4 OF· 4.
o• tr:
I-
C::
0
CL.
c,:;
co:
325
315
310
305
3DG
295
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l,
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