7718 INDEX OF SHEETS COUNTY OF SAN DIEGO, CALIFORNIA
1 R I V E R 5 i 0 E C 0 U N T Y
SHEET N° � Rainbow f
COUNTY ENGINEER DEPARTMENT Pal lbr°ek Pal dn ar
I Title Sheet OpMR eExo Erox Pala Mountain
(U.S.M.CI I
�a
- Bonsall ass Ainccn Warner Springs � -
2 Const. Details 81 Culvert Profiles / ,fi B°mega Springs
76
San Luis Rey Valley Valley Center
3 Construction Details Oceanside
to Mesa Grande Yaqui
Carlsbad San arcos l Well to Ysalbel 4-7 Plan a Profile
Leucadia ESCONOIDO Santa Julian
an Pasqua) �` Julian . -Scissors Crossing
Banner
Encinitas venhain Ramona
Cardiff SAN DIEGO COUNTY
SAN DIEGO COUNTY STANDARD DRAWINGS : PLANS FOR Solana Beach Rancho
.Santa Fe
Del Mar Poway Agua Caliente
e7 �s Spring
101- 21108 - 1 , 106-I , 111 -2 , 123 , 124-1, 126-1,127-I, 5
128- 1 , 131 ,200 -3, 201 - I , 205-1 ,207-3,211-1, La Jail Santee Deseanss Mount
Lakeside Laguna
: Guatay i
OONSTRUCTION O ass Alpine Pine
Valley
Pacific Be ch a EI Ca on z
214 , 21812 20-1, 104-2 , 102-I . Mission B ach a MesaJ� a _
Ocean ach SPI ing alley
CALIF DIV. OF HWY 'S. ST'D. PLANS
SAN a4 tLemon Jamul
Cora do a EGO Grroove�
.Boulevard
D 74 - 8 SAXONY ROAD ( AsIMMIMI2 2 R.S. 700 1 Natrona City su Dulzura aN Jacumba Chula Vista
SD 75— � Patrero Campo
Imperial Beach Palm City Tecate °
Ban Ysidro - M [ x I c
SD 77- 11 from Encinitas Blvd. to Woodley Road
PROJECT LOCATION
in the vicinity of Encinitas
Net Length 1 . 16 Miles
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Approved : 19111' .
By :� _
PLANS PREPARED BY county tnglne4r R.C.E. I1458
COUNTY ENGINEER DEPARTMENT
r . 4 COUNTY OF SAN DIEGO
SAXONY ROAD R.S.700-1
S.C. 1430.10001 SHEET —L OF 7
I:
COUNTY OF SAN DIEGO CALIFORNIA
R/W
R/W
CULVERT PROFILES/CONST DETAILS
1 ' 3 ' MATCH EXIST . E . P . Sheet 2 of 7 Sheets Scale: Hor. None Vert.None
VARIES VARIES VARIES 40 ' -47 ' VARIES VARIES
W.O.# 3-2566 F.B.#
2 . 5 ' 3 ' W.00DLEY ST . Recommended by: �� �_ Date 1 _ 7
50 ' � Date °�
1 , T
r - 0. 2 5 ' A . C . Approved by
17 ' A . C . RECAP Date 4 - 19 • '11
COUNTY EN WEER R.C.E11458
FEATHER A . C . @ GTR . HINGE BOTH SIDES A. C . GUTTER SOUTH SIDE OF WOODLEY ST .
COORDINATE INDEX
N. E,
\n� , TYPICAL SECTION
STA. 0+74 TO STA . 4+26 Constr.Compl. Date ilk®'�l As Built Rev.
REVISIONS
No. Description By Approved Date
STA . 33+52± 6$�@h9v �'�� iive3
m R/W R/W CONST . TYPE GO INLET CALIF . STD . PLAN D74- 8
WITH TYPE 24-14 GRATE , CALIF . STD . PLAN SO 77-11
d CL INV . 177 . 09
a
25 ' MIN . & VAR-I ABL.E . AS SHOWN ON PLANS. 25 ' MIN . & VARIABLE-AS SHOWN ON PLANS TOP = 182 . 45
3 ,
18 ' - 5 ,
2 ' 18' INV . @ CHANNEL
2% BOTTOM
c�—s��c 2% 7 -2°� fX.IST . 9"XT$" CMPA
uiirw 1 <\7
`-any 1 TYPE "A" DIKE . 83``sA . B . CL . 2 TYPE o'A" DIKE OR TYPE S .027
acarc .251A .C . "E+' CURB PER PLC INSTALL 28"X20"X24' INSTALL 28"X20"X28' CMPA 14 GA . BIT . COATED,
FROM
Y CMPA EXTENSWNP, 14 U' STA . 33+72 CURB INLET TO IN.VF_ T OF EXISTING A . C . SPILLWAY .
s $
TYPICAL SECTION 817 . COATED , S,�\"`_ SI{Esj SET CMPA INVERT @ INVERT OF EXIST . A . C . DOWNDRA
I N .
--+ m STA. 4+26 TO STA. 22+40
AS EXIST . CMPA
CL- i i STA . 33+55 TO STA 35+75
STA . 37±75 TO STA . 48+60
CONST . A . C . APRON AROUND INLET & PAVE 3 ' WIDE
APRON FROM GUTTER TO INLET .
DEPRESS 3 ' LENGTH OF TYPE "E" CURB TO ALLOW
DRAINAGE FROM GUTTER IN INLET
18' 71 EL 182 . 0
R/W R/W
25 ' MIN . & VARIABLE AS SHOWN ON PLANS 25' MIN . & VARIABLE AS SHOWN ON PLAINS moc Fll^D rt
INVERT @ I' �� CONST !\TYPE GOO INLET AT INLET END OF ' CONST . A .C .
3 CONST . ROCK SLOPE PROTECTION EXIST. 43 X27 CMP i ENTRANCE APROI�I
CHANNEL — — — — — — — — — — — EXISTING CMPA , CALIF STD . PLAN SO 74- $
1 FACING METHOD 'I B" PLACEMENT -ROUND EN1 �.Al�°C _
2 ' 18 ' 18 3 BOTTOM , S = . 022 — — _ — — — WITH TYPE 24-14 GRATES , CALIF STD . PLAN "
0 STD . DRWG . N0 : 128-1 IDE fCAL
2 I POINTS
2/ SD 77-11
- 2% - 2% 2 ( INSTALL 28' X42"X30" CMPA ;
X I . E ji ;5
1/2
1Iti' BIT . COATED 12 GA .
CL. 2 INSTALL 78 ' X42°X30" CMPA BIT.
TYPE "A" DIKE OR STA . 34+76 I . E . 177 . 0
. 25 ' A .C . TYPE "E" CURB PER PLANS ? I COATED , 12 GA .
w
TYPE "A" DIKE o z
- - STA . 34+90 TO 35+48 RT .
TYPICAL SECTION ii, o
STA . 22+40 TO STA, 33+55 _
Co
STA . 35+75 TO STA . 37+75' m® =T N
IDENTICAL Cu w
R/W POINTS Q � � IDENTICAL
R/W Ln " POINTS co
25 ' MIN . & VARIABLE AS SHOWN ON PLANS 25' MIN . & VARIABLE AS SHOWN ON PLANS M
w �I
7, ~
' 18 ' 18 ' 5 ' _ > I "+� z N CONST . A . C . AP ON
°r° a ^ a AROUND ENTRANC
2% VARIES I VARIES 2% ° 0 130 ' X30" CMP 14 GA. I . E . 175 . 0 N w �
1 , + I I . E . 171 . 0
1h. 7 N GRADE �' - -
��• TO DRAIN ri
TYPE "A" DIKE TYPE "A" 'DIKE OR ¢ / + 38 ' LT ) TO STA . 22+34 (38 ' RT : ,)
A . B . SEE BELOW FOR THICKNESS
TYPE "E" CURB PER PLANS � STA . 21 00 ( I . E . 178. 5
25 ' A . C. INSTALL 204 ' X30" CMP , BIT COATED , INSTALL TYPE "A" CLEANOUT
TYPICAL SECTION / STA . 21 +00 1b ' LT STD . DWG . 102-1 I . E . 175 . 5 I,.E . 176 .25 I .
E . 176 . 5 ���,_ 20 ' X30° CMP 14 GA .
STA . 46+617 TO STA . 50+50 = , 831A. B . CL . 2 O CONST . TYPE GO INLET , STA. 22+34 18 ' RT . & LT . CALIF
STD . PLAN 34 'X30" CMP
STA . 50 +50 TO STA . 53+50 =1 ,83'-A .B . CL. 2 D74+8, WITH TYPE 24+14 GRATES CALIF STD . PLAN SD 77-11 14
GA .
I . E . 170. 5 CONST R . C . APRON AROUND CULVERT ENTRANCE STA . 22+,34 (38' RT . ) AND
I . E , 170, 0 20' X30" CMP 14 GA . GRADE CULVERT OUTLET STA . 21 +00 (38' LT . ) TO DRAIN . CL
WOODLEY ST . STA . 61+55
56" RT .
R/W
R/W 10 ' CL SAXONY ROAD CONST . TYPE. "L " HEADWALL
25 25 ' MIN & VARIABLE �lq SHOWN ON PLANS CONST . TYPE " f" INLET
STD . ORWG . NO . I %? 1 , !N = 4'
APPROX . LOC . EXIST , STD . DRWG . NO . 106-1 '
�� I TOP EL , 208. 65
>TYPE 1 8 ' 1 2' 6 ' S ' 2 GAS MrA I N I /� ORIGINAL GP,OI(I :I .
GRADE TO DRAIN
LOC . EXIST .
2 % I + 3 % - 2 % IE = 205. 80
3 % U :G . TELERHONE CABLE 0 S" •U60
S= . 022 A PROX . LOC. .33 ' HP GAS
TYPE '.A.. 0IKI" ?IF 30A LTt)+ �+ 0 E 202 . 00 " 'N IKE I
NSTALL 3.-` X ;' ' RCP INSTALL 36 X56 RCP CL . 3
83 A . B . CL , 2 TYPE "E = URF �'-
. 25 ' A . C . PLANS C.t1NST . STRAIGHT HOWL IE=200 . 00 ± CL. 3 APPROX . LOC133 ' TRANSITE WM
TYPICAL SECTION STD . DWG . 126-1
STA . 60+75
STA .. 53+50 TO STIR. 61 +36
OUNTY OF SAN DIEGO , _- _ CALIFORNIA
p;
'j , S:AXONY ROAD ( A 22 )
JOIN EXIST . DRIVE
-WIDTH ° From t�I' r4 e1„vD. Northerly 1.2 Ml.t to WOODLEY '�
S1`ftET i'n the Vicinity of Encinitas
. 10001 __ __ R.S. TOO-II
CONSTRUCTION DETAILS
PLAN A . C . PER SCHEDULE 1 3 7 None -None
TOP OF NEW FILL r-- - - -- -- ---�
H Sheet-A- Scale: Hor. Vert.
L"tNG T H i W.O.# 3-2566 'F.B.#
2' 2'
Recommended by:
- i I R - 5
R 5 TYPE "",A" DIKE -9642 /� n 4✓d Date.1
® 7(.
" 1 y -
�. 2 SECTION Approved by:
IGgg
_,.*-REPLACE EXIST. IN KIND-� . 33 ' A . B . CL . 3 OR
X #4 ROCK - + 1 2 / n.\„ /� . 1 0' A . C . COUNTY E GINEER . n45s Date
MP`I, COORDINATE INDEX 322 1683
0' 51 N. E:
' RAW z25 o MIN . Constr.Compl. Date it•3® °i� As Built Rev. a'`ll
c DEPRESS DIKE TO
FORM 0. 1 0 ' LIP I b 0/0 VARIES REVISIONS
ORIGINAL GROUND VARIABLE CUT SLOPE . +1 JOIN EXISTING No. Description By Approved Date
R .C . THICKNESS SCHEDULE
> PROTECTION FOR TREES I N �� + 10 % -4% 16� ® CHANGE CARE - I?PF
AS DIRECTED PROFILE DRIVEWAY SLOPE THICKNESS
DRIVE.WA4 cNANGE
m r FILL OF MORE THAN 1 FT . TREATMENT FOR TREES IN CUT -25% MAX . 0 % TO 12 % . 17 ' ADD
5 5 ' S '
. 10 ' App oR PELESE TREE
12 % TO 20 % . 25 ' A . C . I F NO NEEDING PROTECTION
MIN . ` 20 % & GREATER . 33 ' BASE 1S
-i VAR I ES -12%
TYPICAL DRIVEWAY DETAILS 5' MIN.
SEE STD . DWG . NO . 207-3 & NO . 211 -1 'j
o W Y FOR CONCRETE DRIVEWAY DETAILS =1
W z W W OR I VEWAY SCHEDULE 04
STATION WIDTH P. C . C . A .C . DIRT APPROX JOIN
3/4" CHAMFER LT. ' AREA LT.' ARE LT. ' AREA OF BERM OR
�2 z C ALL EXPOSED EDGES ON # 4 12" EACH WAY S ' ISO. , CuKb
�W w
rn c d rc WALL SECTION 18" 4+91 RT . 121 1 6 203 16 '
L18
5+64 RT . 15 ' 15 236 15
CUT EXIST . 24" C . M . P . 5+83 LT . 20 ' 10 211 10
D " i b" D FLUSH WITH WALL 5+90 RT . 12 ' 15 191 15
CL 7+71 RT . 16 ' 12 203 12
8+25 RT . 16 ' 10 171. 10
51 9+00 RT . 35 ' 24 851 24
9+59 RT . 19 ' 0 18 I0 190 20
6" 6 6" 13+28 LT . 16 ' 10 171 10
SLOPE 1 /4" PER FOOT 15+62 RT . 12 ' 9 121 10
LOCATION OF TREES NEEDING PROTECTION * 16+60 LT , 28' 16 459 16
19+19 RT . 17' 9 166 11 18J 20
22+15 LT . 26+22 LT . I 22+80 LT . 18 ' 40 731 40
22+20 LT . R=2 ' R=2' 1 1 /2" CLEAR
i-- - - --3 l 24+17 RT . 30 ' S 162 2 60 7
22+27 LT . 26+40 LT .
2 . 5 ' 26+05 RT . 25 ' 5 137 13 325 18
23+00 LT . 31 +17 LT . i 28+60 LT . 15 ' 5 86 11 165 16
23+27 LT . 31 +84 LT . =GUTTER /LINE
MIN . 29+02 LT . 15 ' 5 86 9 135 14
24+03 , LT . 32+25 LT . GUTTER 29+80 RT . 21 18 390 18
LINE 30+85 LT . 15 ' 35 636 3'5"
24+25 LT 32+50 LT . 31 +98 LT . 20 ' 34 '691 34
24+35 LT . 32+70 LT . 35+16 RT 25 ' 1 9 225 20 500 29 '
24+84 LT . SEC • C C 35+69 RT . 18, 9 192 12 240 21
36+58 LT . 15 ' 6 101 6
24+91 LT . ® 33+19 LT . 37+27 LT . 12 ' 6 83 6
24+98 LT . * �- 37+76 LT . 12 ' 8 108 30 360 30
' 37+82 RT . 12 ' 9 120 9
25+07 LT . 34+12 L.T. C 38+28 RT . 16' 7 124 10 160 17
39+56 LT . 35 ' 24 691 24
LOCATION TO BE VERIFIED ' IN FIELD BY ENGINEER P. C . C . 39+61 RT . 16 ' 6 108 3 48
9
25+00 LT. 34.35 LT. DRAINAGE OUTLET 40+75 RT . 30 ' 6 192 6
25+15 LT. 34-40 6-T. 41 +62 LT . 15 ' 25 '386 25
25�25LT. 26.25 LT. STA . 48+37 RT . 6"" 41 +84 RT . 12 ' 5 72 19 228 24
26+60 LT. 42+14 LT . 21 ' 3C' 641
25-40 LT. 23�15 LT.. R=1 "' 113= 111 + ,
44+78 LT . 26 ' 26 687 26
24.89 LT. 23+20 LT 45+22 LT . 12 ' 7 131 8 1' b 1 7
2St%-I LT. 12 46+15 LT . 18' 14 2653 14
2.5+56 LT = 6"" SCHEDULE OF POST-CONSTRUCTION MONUMENTATION 46+33 LT . 191 20 391 20
24•k\'3 LT. 8�"� O SYMBOL ON PLANS 47+27 LT . 17 ' 5 96 5
23+`OsbL.T. " NORTH EAST 49+80 RT. 17 5 94 1� 204 107
SEC . D-D MONUMENT ADC . R . S . STATION COORDINATES
50+45 RT . 12 ' S 72 15 185 20
5
BEGIN' PROJECT 0+00 322 317 . 909 1 682 933.485 50+85 LT . 12 ' 9 119 9
0. � 9 51 +63 LT . 18 8 156 8
JQ0 P . I . 3+45. 35 322 , 662. 393 -1 ,682 909.04 52+75 RT . 12 ' 17 21^5 17
A 52+84 LT . 12 14 179 14
1q . 1q . ANGLE PT . 9+32 . 98 323 , 249. 963 1 ,682,922.384 53+10 LT . 12 ' 13 167 13
15+20. 10 323 836. 301 1 ,682,952.600 53+39 RT . 12 ' 27 324 5 71 3.2
--- - - -- -
A. C . DIKE- " '' 22+40. 10 324, 555 . 954 1 ,682,974.975 53+83 LT . 18 ' 9 173 9
10 5 ' A 32+20 . 88 325 , 536. 258 1 ,683,005.443 54+04 RT . 14 ' 29 406 5 70 34
STA. 51 +94.44 36 ' APPROX . LOC . EXIST . M. H . " " 35±45 . 86 325 , 861 . 180 1 ,683,011 .54 54+64
RT . 28' 49 1372 5. 151 54
F LID ; ( BY 37+25 : 87 326, 041 . 005 1 ,683,018.232 54+85 RT . 12 ' 21 252 5 : 71 26
GROUND LINE " N 327 508. 194 P10 INSTALL LEAK-PROOF OTHERS} 11 40+56. 95 326, 371 . 748 1 ,683,034.539 55+49 LT .
12 ' 29 359 29
1° " 45+00. 71 326, 815 . 039 1 ,683,054.932 '
E 1 , 683 , 083 . 184 " ' 48+41. 79 327 , 155 . 89.2 1683067.441 55+63 LT . 12 30 10 30
CL SAXONY ROAD.
" " 51 +94 .44 327 508. 194 1 ,683,083.184 55+94 RT . 12 17 216 9 14 26
T 7g � 9 56+53 RT. 12 11 143 11
50 ' P .C . C . CL . B INSTALL MON . 7x S O END PROJECT 61+36. 78 - 328 449.430 1 ,683,128.786 +
\�S �p "L� 56+9� LT . 12 ' 28 347 28
1 . 66 A. B . CL . 2 7Q 4q 5
S7+ Og `7� 0 RR a 57+Ov RT . 12 ' 15 199 15
b T ?PF F_ �U
GTR . LINE ?Z•_4a - _ � � q0 �q5 5L-1 - '-T 57+50 LT . 12 ' 18 216 5 73 23
i� SCHEDULE OF A .C . SPILLWAYS DRWG . 124-1 57+71 RT . 12 10 131 10
q` 6 f S��x 79S STATION AREA S . F : 58+00 RT . 15 ' 15 236 15
R S; 58+26 RT . 15 11 165 5 86 . 6
SEC . A-A 5�kNb q� 79' 61, �•Q�, g+05 LT . 36 58+53 LT . 12 ' 13 156 12 151
25
No Scale q5 c40 59+10 RT . 12 7 95 7
1 23+85 L1 , 63 59+18 LT . 12 34 408 5 71 39
R - 50' 19b A4 79 27+10 LT . 55 59+34 LT . 12 ' 22 275 22
60+91 RT 14 12 179 12
^ 3 b S a SJ 33+60 LT. 41 32+98 LT . 21 ' 18 310 40 831 33 '
A = 88611 ' 28"S 10 � � r ro
L = 46 . 18= 19 \79�?�� �c 0 2n 59+77 LT . " 6 960 36
L - 4� 1s ° 10+95 LT . 35 ' 20 536 20
al® T = 21. 06 ' 0+82 PUEB A 15 12 191 12
T = 29 . : 7 ST . EAST
+ 7 * JOIN POI TS ARE APPR XIM TE OILY AD HOU D B VERIF' ED IN THE
u;
TYPE 'A' OIK JON `)( IST'. PVM ' T . FIELD .
BOTH SIDES CROSS GUTTER SAXONY SIDONIR
SCALE: 1 ,,=20 '
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I COUNTY OF SAN DIEGO , C A L I F 0 R N I A
I I SAXONY ROAD ( A22 )
I I From ENCINITAS BLVD. Northerly 1.2Mi.± to WOODLEY
I � STREET in the Vicinity of Encinitas
� 11 C-1430. 10001 R.S_ 700-1
1 1 PLAN a PROFILE
Is
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w.o.# 3-2566 F.B.#- Constr. Compl. Date
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,, �'1111 1, C�_ 7APER A RT FROM S1 I EN61NEER R.M. 11 458
' ' � .q,�,�,,�X, ,,�
,., ., , 'Tt -SZ.0 8" CMP
, 70 S A. b+ 58. FROM 5'TA. 54'�Z.158 I STA .� 9+05 . COORDINATE INDEX
A 1 1 70 STP,.. [Z+50 71��.PF_R � afkc,K -To I � INSTALL 54IX24" CMP 1 6 GA. BIT . COATED 322
_ N:____L:6_83
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Built Rev. kz"�L ��
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. 1 . I I REVISIONS -
1 0+74 BEGIN PROJECT P . I . 3+45 . 35 RT . . . D No. Description By Approved Date
� IN I . ; SKEW = /11 "VC, VOWN I>RAN 3 k& - 12-31-71
1 >. I E, 41 , 682 , 999'',, 1045 I 1_1_ 1`,,',�', 11 . I I STA . 9+32. 98 A . R. ,& t�,No -r-)qF
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