HomeMy WebLinkAbout1989 - Garcia Road ,
DIST. COUNTY ROUTE
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' PLANS APPROVAL DATE
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`- u 7 TREES TO BE REMOVED
I 11q_ OR RELOCATED
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GENERAL CONSTRUCTION NOTES
x�`�'�- �Z / TREES TO BE REMOVED
LF 3 L 0 K // ® r A. Reconstruct entire road cross-section on Garcia Rd.
OR RELOCATED from sta. 10+00.00 to 14+25.00. Construct a tapered A.C.
f 3 L (D K shoulder from sta. 14+25.00 to 15+25.00 along the westerly
�p x edge of exist. road. See road x•--sections.
B. Construct A.C. Dike Type B per Caltrans Std Dwg N8-A from
f h� ¢�1 sta. 10-f-63.40 to 12+17.02 Begin PCC curb construction
�x sta. 72+17.02
x0 0�'�1 P , C. Construct PCC„ Curb and Sidewalk from sta. 12+20.75 to 13+12.50 .
�QF �� ti D. The existing 2 dia. gas line along Garcia 'Rd. shall cross the
I �� proposed bridge inside a 6" dia. sleeve through the bridge deck.
CPQ tix � /� U G �• �� � G� �, �Q� See Structural Plansx� �� �p �'�� ��Q E° Raise manholes and valve boxes to grade.
1 F. Garcia Road shoulders wdth:
���'�p° �1 � `�0 �'� �, @ Fill Banks : 5`-0"
� ��. �� ppp Q �����• 4� 0� �� ,�� ��F @ Cut Banks 3'--`O"
�` pr1P G• �.�Q ,�� G. For cross--slope details see Superelevation Profile on
��• p 1 ® Ik �°� �,�®• �� q�. �0 �0 Sheet J.
®� 0 p'�j' �'� pp �� �G ® C� F. H. Center Line Striping.
ll' x`L� ��0 gyp° J� Gp�� ��G Garcia, Road: Stripe centerline per Caltrans Std. Plans
� .�G���Q�' x �� �.� C�� Q A20-A Detail 22.
�P� From sta. 10+00.00 to 14+25.00 stripe center-line to match
?/n ��P�� ��' SAWCUT EDGE proposed construction center-line. Stripe center line to
taper uniformly from construction center--line @ sta. 14+25.00
CL P ` !' EP cL EP to center---line of traveled way @ sta. 15+25.00 .
EP EP CL EP
5"--0" �'` 5'- 14'-0" 14'-0" 5'-0" VARIES VARIES VARIES 3'--0"
12' 0 14+25.00 12' 0 14+25.00 r�
END BRIDGE CONCRETE BARRIER TYPE 25 To TO _--- OVERLAY EXISTING A,C. PAVEMENT WITH I/2 TYPE I3 A.C. BLANKET OF
STA 12+55.48 PER CALTRANS STD. 10' 15+25.00 10' 0 15+25.00 -�'`" VARIABLE THICKNESS TO MATCH EXISTING GRADES
I END CONC. BARRIER TYPE 26 I DWG B 11--53 I f
STA 10+63.40 0 STA 12+86.47 PER CALTR�WS�
BEGIN TYPE B A.C. DIKE STD. DWG. 811-54 V 29 MAX
PER CAL TRANS STD DWG N8-A BEGIN MBGR-4 _
STA 124.55.48 PER CALTRANS PLAN REFERENCE NOTES
STD. DWG. TYPE 1 FLARE A79-AD
2X VARIES - 2X ARIES sX SEE PLAN VIEW EXT. NG ANG ExI G s� 21 ° 1. The existing8" dia. water line along Garcia Rd. shall be reconstructed
WINGWALL DETAILS SEE ---- _ _ " �, ~```'- g
sTRucruRAL PLANS ---� tea- IT to align with the 8" D.I.P. proposed with the new bridge on exposed pipe
AC PAVEMENT TYPE 8 ""AC PAVEMENT TYPE B ,.______ EXISTING A.C. PAVEMENT � brackets attached underneath the west side of the bridge deck.
8.5'AR CLASS If 8.5'AB CLASS q DUSTING AGGREGATE BASE 6.5'AB CLASS rr See Structural Plans.
MIN REL. r.OMPACnON 1 T 11+2 . 12+46.00 T 1,3+04.20 14+25.00 TO 15+25.00 �-- __5"M I N. A.C. PAVEMENT TY PE B 2. Construct a 12" dia. PVC storm drain pipe. For flo wline elev.
95X, TOP 1'-0' MIN. REL. COMPACTION (2 THICKER THAN EXISTING LAYER)
'
MIN. REL. COMPAC77ON 95X, TOP P-a' see Sheet 4.
95X, TOP 1'-0" 3. Construct an A.C. Class B Handicap Ramp. Maximum slope 12:1 .
EP CL EP EP c1 EP EP cL EP 4. Sawcut existingA.C. pavement from STA. l4 + 25.00 to 15 +25.00,
VARIES VARIES °- 5'-0' VARIES VARIES 5'-O" 5'--O' VARIES VARIES 5'-O' p
for pavement details see road cross se ctions.
10' f D+00.00 l o' 10+00.00 12'--O' 1 9+28.50 12'-0' 011+28.50
TO TO 14'-0" 92+22.00 14' O" ®12+22.00 14' 13+04.20 94' 134 04.20
1x 1D+5o.ao 12° 90+50.x0 To To
I I 12' 13+54.20 I 12' ® �+54.20
STA 12+17.00 BEGIN P.C.C. CURB TO
END TYPE B A.C. DIKE 14+25.00 14+25.00
PER CAL 7R4NS STD DWG N8A
6X -2 V 6X _2X VA�RlES ---.- 6X �,2 - V�,,4KIE5 6X
JOHN L. WALLACE & ASSOCIATES
23�-9
3"AC PAVEMENT TYPE B r AC PAVEMENT TYPE B ,r AC PAVEMENT TYPE B CONSULTING CIVIL ENGINEERS SHEET
r 8.5'AB CLASS II 8.5'AB CLASS Lr 8.5"AB CLASS 11
MIN, REL. COMPACTION DATE. '
RI-q- cD-O�ACYON 10+ 0 O 10+50 MIN. REL, COMPACTionr 11-+2 .50 O 12+22.00 95X, TOP 1'-0" 1.3+04.20 TO 14+25.00
95X TOP 1'-0 E N E R 'A' L PLAN Land Planning and Development Engineering 10-4-89
Municipal Engineering - Water Resources
"CIA ROAD DWG FILE NAME. 2
OF
GA ' 4-4-4
X-SECRONS
1458 Higuera:Street San Luis Obispo, CA. 93401 (805) 544--4011 2,,3•---•9 GENP
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METAL BEAM GUARD RAILING MBGR AND CONSTRUCTION NOTES �� ��P p\ ,�`l, Q�� P �,. x� �� �jx \� �, �� h
Q�, 'Cly p, �0 G• p�P Q�,� ; O'ROPOSED CENTERLINE DATA EXISTING F, 1V CENTERLINE DATA
A48GR STO TOTAL BEGIN ENI? FLARE PARABOLA �P �� ���c�' Q '� � e°pP� Q- �� �P � � � CURVE R ® L BRG. IN BRG. OUT CURVE R ® L BRC. IN BRC. OUT
PLAN LENGTH STATION STATION MOTH LENGTH e�� Q�Qlbs ����F 00 `� e
\fid 0° '��•��� 606.00' 2503,'12" 259.3$' N29®57'00"i�V N54®2825"W 57,3. 10' 25°56 24" 259.48' N29-57'00"'W N55'52'40"W
S .5 11+51.65 12+12.52 4.t�' 37.5' C� p. '� '� �P .
1, A79-A,B 2 _ _ J 0�� ® P � ' �0 ���� \�0 �, B 1146.00' 5®00'00" 100.01' N55°52'40"W N50°54'35"W
�� ® G C Q 2 1151.07' 3',3J',36- 71.59 N54 28 25 W N50 54 35 W
2. A77—DE 37.5 11+82.75 12+78.61 4.0' _ .37.5' G ® C� ,
C� �, x \P �, x P P * The existing right—of—way centerline radius is per recordtr
3.___ A79--C,D 50.0 12+55.48 13+04.20 4.0' 37.5' ��p�' N G�Pe �`ti �0�Q' �0 differs from the pr®posed which is based on found centEr;`r?�s
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DESIGNER:
IZ(�)/-/7`-AG F2 APPROVED
NE : SL.O CO
�S'T'. /C'T URAL f'GAS' C H E C K E R
TIC41- SL-,4ZZ- / "G .1/,�I7"/ h/ ��Q�/G�" DATE
DRAWN BY: OFFICE RECOMMENDED FOR APPROVAL
_ .. . : .,
ENGINEER
DATE
J0B NO. SLO. CO.
,. .. ® ("0"0 5 ) 5 ,�, W.0. NO.S LACE I IA 1 4 11
NLSSATEI I I
� JOHN Iw. ALLACE R.C.E. 35965 DATE
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SHEET
CALIF COORDINATES F
g N0. REVISION DESCRIPTION RATE APPR. NO. REVISION DESCRIPTION DATE APPR. NO. REVISION DESCRIPTION DATE APPR. NO. REVISION DESCRIPTION DATE APPR. DAT DATE DATE DATE DATE DATE OF '
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DETOUR C.L. DATA (2 )
50-4F'24` 725-02'79- L, 4e'19'17"
70.0(, R 60.90-00, R 6&.Cccn,
5111696' L IJO.94OC' 50.6019'
5 u"+ 0 0 57 + 00 52+00 53+ 00
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-90%MIN. RELATIVE DOUBLE CHIP SEAL DESIGNER- SLO. CO. APPROVED
CHECKER
COMPACTION
10 AGGREGATE BASE CLASS 11
DATE
DRAWN BY- OFFICE RECOMMENDED FOR APPROVAL
ENGINEER
DATE
A --JOB No.: SLO. CO.
W.0. NO.
N I K 4 U bU
L. \vAV,.A L L A C E & A S S 0-` C I A T E S C U` "N' S U L T I hl' N' G C" I "V" I L EINK`31 I'NIEERS 14 5 8` Hl (`3 ,` ERA STRNEET SAN LUIS 0" r-ul ISPO' , CALI Fu" NIA 93 1 5 ) 544A - 1 JOHN L.WALLACE R.C.E. 33965 DATE
SHEET
CALIF. COORDINATES N
NO. REVISION DESCRIPTION DATE APPR. NO. REVISION DESCRIPTION DAT E APPR. NO. REVISION DESCRIPTION DATE APPR. NO. REVISION DESCRIPTION DATE APPR. DATE DATE DATE E DATE DATE
OF
MMI 1 A lij
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