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EDGE OF PAVEMEW
1 :
SIGNIFIES DIGOUT LIMITS
NOTES, & SURVEY INFORMATION.
SIGNIFIES FABRIC OR LEVEL LIMITS (SEE PLAN FOR TREATMENT)
2:
SIGNIFIES DEEP LEVEL Limas
STA 0+00 BARRANCO
EXISTING FENCE
SHEET
EXIS77NG WATER VALVE
IMPROVEMENTS
EXIS77NG WATER METER
RD TO STA 58+50 CASANOVA RD.
EXIS77NG FIRS HYDRANT
0
MISTING POWER POLE
STA 58+50 CASANOVA
EXISTING GAS VAULT
C3
EXIS77NG MAIL BOX
IMPROVEMENTS
EXISTING SPOT ELEVA77ON
Q
F0. lo I.P. ATAS. COLOW UNLESS
W4-51 (M)
OTHERWISE NOTED.
STA 0+00 LUCINDA LN TO STA 19+34.44 (END).
FD. 314 I.P. MARKED "R.C.E.14994"
6:
SET CONTROL
DETAILS.
RIGHT–OF–WAY CEN71ERUNE
SHEET
EXIS77NG RIGHT–OF–WAY
coNsTRuc*noN
PROPERTY LINE
IvV4-12 I(RT)
UNACCEPTED OFFER Or DEDICA77ON
8:
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D/W
DRIVEWAY
P
PROPERTY LINE
ROW
RIGHT–OF–WAY
EP
EDGE OF PAVEMENT
MIN
MINIMUM
MAX
MAXIMUM
TYP
TYPICAL
SNF
SEARCH NOT FOUND
R.P.M.
REFLEC77VE PAVEMENT MARKER
T#
CENTERLINE TANGENT TE DESIGNATION NUA48ER
C#
CENTERLINE CURVE TABLE DESI GINAT70N NUMBER
15
ASSESSMENT PARCEL NUMBER
S H EET
1 :
TITLE SHEET, SHEET, INDEX, GENERAL
NOTES, & SURVEY INFORMATION.
SHEET
2:
IMPROVEMENTS
STA 0+00 BARRANCO
RD TO STA. 27+00 BARRANCO RD.
SHEET
3:
IMPROVEMENTS
STA 27+00 BARRANCO
RD TO STA 58+50 CASANOVA RD.
SHEET
4:
IMPROVEMENTS
STA 58+50 CASANOVA
RD TO A ST84+00 ANDRITA RD.
SHEET
5:
IMPROVEMENTS
STA BARRANCO
0+00
HEIGHTS 'TO STA 6+00 (END).
3
W4-51 (M)
IMPROVEMENTS
STA 0+00 LUCINDA LN TO STA 19+34.44 (END).
SHEEr
6:
CONSTRUCTION
DETAILS.
FUkN ARROW WZA[MSORY (15 mf'll) Y'\f�
SHEET
7:
coNsTRuc*noN
DEmLs.
IvV4-12 I(RT)
SHEET
8:
CONSTRUCTION
DETAILS.
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TACK ALL EDGES (TYP)
Rim
REFERENCES:
PROGRAM
FILE:
DATA
FI LE:
PROJECT
FILE:
DRAWING
FILE: 3FSHTI.DWG
am
v
SCALE: 1 "' =200'
0 200 400 60#
'R
TACK ALL EDGES (TYP)
_`—COMPACT lt NATIVE SUBGRADE TO 90X MIN. REL DENSITY
TYPICAL DIGOUT S
ECTION-1. ALTERNATIVE "9 A NTS
TOPOGRAPHIC AND RECORD MAP INFORMATION
SHOWN ON THESE PLANS WERE PROVIDED BY:
VAUGHAN SURVEYS
1101 RIVERSIDE AVENUE
PASO ROBLJ-.S, CALIFDRNIA 93446
........ ... ...
FL�ARCEI� 2
4 1 IPM /24
--0.5" CLASS 2 AB
'COMPACT lt NATIVE SUBGRADE TO 9OX MIN. REL DENSITY
r
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STRIPING AND PAS' %4G SUMMARY
60 1 EXTEND A.C. PVMT. AN*
MIN TACK A.C. PRIOR TO
PLACEMENT' OF DIKE
C I T Y
0 F
ATA S C A D E R 0
T�IGHWA41
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§TATE V i C l N r T Y
N. T. S.
M � i M Wo, W
THE BASIS OF BEARINGS FOR THIS SURVEY IS 8ETWEEN THE FOUND 314" IP
AT THE CENTERLINE INTERSECTION OF JOLON AND BARRANCO ROADS AND
THE FOUND 314" /P AT THE CENTERLINE E.C. LOCATED APPROXIMATELY 183"
NORTHERLY OF THE INTERSECTION OF BARRANCO AND CARMELITA ROADS
AND HAVING A MEASURED BEARING AND DISTANCE OF N34*51'15"W 1640.49
FEET AND HAVING A CALCULATED BEARING AND DISTANCE OF N34051'15"W
1640.61 FEET AS CALCULATED FROM 221PM154 AND 221PM155.
BEN
I -F mrADOWS
ROADSIDE SIGN SUN
PAN I - 71-S,
I jlj�L
krvi,R$F CJRVIARROW
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FURN ARROW WiADVISORYSN+'D (1(1 MPH)
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a_... BEARING DISTANff-—
1 S 16'45'16" WE 226.91
2 S 63*35`03r E 217.91
CONST. 2e RCP CULVERT IMPROVEMENTS 3 S 54! 1 6`52V E 286,89
PER DETAIL "Cr, SHEET 8. 4 N 54� 1 6'5r W 55.78
5 S OT32"W E 217.26
6 N 51600"51" W 174.91
7 N 762-6'59" E 163.80
8 S 4 1 " 33'1 Er E 178.27
S 38-441 " W 98.72
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SHEET5B
I ImIlEgglij
RFF ENCES: DATE
REVISIONS APPD,
WORK ORDER
PROGRAM FILE: . ...... — ------------------ ------ DESIGN-----�qM C�iECKED
DATA F1 LE: ...... . ....... ---- ------ 3F MEADOWS ASSESSMENT DISTRICT 10856.01
PROJECT F.E. POnfleld Sndth
------ SCALE: 1 =40' SHEET
DRAWING FILE: 3FSHT5.DWG STA 0+00 LUCINDA TO END
E P,4 G 1 N E E R 0 S�JRVEY0,RS
ellf
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7 5 OF
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DA
(80� ,4--.1544151- CALIF, 93105 PROJECT ENGINEER CI'P( FILE No.:
C i 1"Y F ATASCADERO, STATE OF CALIFORNIA
DATE, OC" 93 RXm.E, 41.231 (EXP. 3—,31-9,5
. . .. ..... -------- -- ..... . ... ... ----- ------------- ------- ------- ......
IN
CONST, 6" A.C. DIKE-,
PER PN SHT. 2A
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EXISTING A.C. DRtVEWAYLA
MIN
27*
EXISTING CMP
BACKFILL SLOPE AND ECOMPACT
TYPICAL SECTION STA 0+00 BARRANCO: 18" CMP EXTENTION
SCALE: 1"=10'
.9m
BARRANCO RD
CONST, Er A.C. DIKE
PER PLAN SHT. 2A
mm
FINISHED GRADE
CONST. 10' OF 18 CSP (0.052")
EXIST GRADE
----CONSTRUCT ROCK RIPRAP SLOPE PROTECTION
5'XIO'XI.5' MIN. DEPTH PER CAL 'TRANS SPEC.
72-2.02 FACING CLASS, METHOD B PLACEMENT.
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SCALE: 1" = 10'
CCS NS,r. 6" A.C, DIKE -
PER PLAN SH 2A
N=1
EXis,rING GRADE (TYP)
'to
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TYPICAL SECTION STA 10+15 BARRANCO.- 127 OVERSIDE DRAIN
SCALE: V* =1 0'
Im
CONSTRUCT HOCK HIF HAP SLOFt f -'KV I tt; I IVN
5"ECIC 'XI.5' MIN DEPTH PER CAL TRANS SPEC.
72-2.02 FACING CLASS, METHOD 6 PLACEMENT
TYPICAL SECTION STA 13+00 BARRANCO: 12" OVERSIDE DRAIN
SCALE: I"=10'
TYPICAL SECTION STA 12+00 BARRANCO: 3Er CULVERT IMPROVEMENTS (SHEET 2A)
SCALE: 1"= 10'
^0 I I 1111� 1U %1w IVF
TYPICAL. SECTION A -A
SCALE: 1"=10'
mim
16, 1 - *20'
CONST, A.C. OVERSIDE DRAIN PER CALTRANS
'E�TND,, PLAN D87B, TYPE "'Ar DIKE.
CONSTRUCT ROCK RIP RAP SLOPE PROTECTION'
5'XIO'XI.5' MIN DEPTH PER CAL TRANS SPEC,
72-.2.02 FACING CLASS, METHOD 6 PLACEMENT.
TYPICAL SECTION STA 15+60 BARRANCO: A.C. OVERSIDE DRAIN
SCALE- I n =10'
p 1 *20'
SCALE., 1 10'
5?,
EXIST. SIGN
CONST. er A.C. DIKE
PER PLAN SHEET 2A.
EXTEND 18' CMP 10
PROCTECT EXIST. FENCE
1'6*
--BACKFILL. W/NATIVE MATERIAL
Jtfi 12"OAK
BACKFILL BEHIND HEADWALL
Willi NATIVE MATERW_ -qAk)
14ft
CONST. S HEADWALL 12"OAK
PER CALTRANS STND. PLAN D89.
TYPICAL PLAN STA 15+30 BARRANCO: 1 Er CMP CULVERT IMPROVEMENTS
Avmwwomm*M�
SCALE: 1 =20'
3F MEADOWS ASSESSMENT DISTRICT
DETAIL SHEET
CITY OF ATIASCADER0, STATE OF CALIFORNIA
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