HomeMy WebLinkAbout1998 - Atascadero Avenue \ BRIDGE
\ -•
NOTES DECK
\ \,t EXISTING CURB, GUTTER,
AND SIDEWALK 1. EXISTING GAS LINES SPAN THE CREEK AT APPROXIMATELY
THE SAME HEIGHT AS THE BRIDGE DECK. CONTRACTOR
SHALL EXERCISE CAUTION IN PLACEMENT OF RSP
�Qo \ BENEATH EXISTING GAS LINES. Grp, SYCAMORE TREE
2 EXASTINGNDRFF RSP SHALL A NAGE CHANNEL. T THE OBSTRUCTBOTTOM HAND ����� 86
BANK OF THE X AN 4 T�.4 ja ��
EXISTING CHANNEL SHALL BE �� 4
�. EXCAVATED TO A DEPTH EQUAL TO THE THICKNESS BRIDGE ®,� BRIDGE \ r
OF THE RSP. PIER 'iso ABUTMENTS EXIST TB
®�- T
3. ALL DISTURBED AREAS SHALL BE HYDROSEEDED WITH
t
CITY STANDARD HYDROSEED MIX.
1.5
4. SILT FENCING SHALL BE INSTALLED PRIOR TO THE
\ \ O ° CONTRACTOR PERFORMING ANY EARTHWORK OPERATION. /
5. ALL MATERIAL RESULTING FROM EXCAVATION OF THE CC)
e� STREAM BANK OR BOTTOM SHALL BE REMOVED FROM / ¢ 2
THE CHANNEL AND DISPOSED OF BY THE CONTRACTOR. ATASCADERO CREEK
4 � acs ,
o
\ EXIST `i S,o�p C�' COMPACT UPPER 12
GRADE OF SUBGRADE TO 90% Q
PLACE TYPE B WOVEN PLAN, ADDITIVE: NO. 1 O
RSP FABRIC 3F, I-_
\ ' Q NTS ry
\� PLACE CALTRANS FACING TON CLASS
`1 RSP, METHOD A PLACEMENT
(SEE NOTE 2)
RSP KEYF� °
' ® 3 EXIST SYCAMORE TREE ' 3` A
00*
TYPICAL E T 10 N
\ ` NTS
PLACE 20 TONS OF :-_EG
RSP�\
AT
EXIST RSP THE BASE OFF SYCAMORE
AMORE
FLOW �'
TREE AS DIRECTED a
BY THE CITY ENGINEER
EXIST FACE FINISH FACE Q
OF BANK 10' OF BANK
t
\ a
\ 1, ac 44�JCS CJD
�qa
® � '� \, \� �� � � ° '. •'. � Q RSP FABRIC
EXIST 3" HPG FACING GLASS
RSP TYPICAL SECTION, ADDITIVE NCS. 1
NTS
PLACE FACING CLASS RSP ��-/• TUPSTREAM KEY
EXIST 5'" HPG \ (METHOD A PLACEMENT) OVER ��� ��>> t2
TYPE B WOVEN RSP FABRIC ' ' %' A NTS
® e \ LIMIT OF ( ti
\ RSP KEY I {
' \ •' \ + �
\ �T .
� �• \ �� EXIST J� •• ` ' •� ..... .... . ' 7
COLUMN
O+ �, : �;°'�• SYMBOLS LEGEND ABBREVIATIONS
TOE OF \ .�ih :T T � ti `' .... ..........T• �. \�,,...v... "~---•'~�.... \ `�,\, �`.° � '" ,'�-
� \ RSP t`\\ Q � � .��; •• •1 � AB AGGREGATE BASE ' ��.. ; � , � ;�- r-"+/y',f�,rt�' T
0 .. � ••• 1 C.��'SI�f-t EXIST SANITARY SEWER MANHOLE AC ASPHALT CONCRETE
0 SC�MH EXIST STORM DRAIN MANHOLE BOT BOTTOM
CL CENTERLINE
® � `' � .' ••' •T � .�`' • � bt EXIST DRAIN INLET
CONC CONCRETE
® ,�� ✓ °� T �4 .1� 0 wm EXIST WATER METER
\ 65• CONST CONSTRUCT PSP MPS CI TY
Q� \ '� ® 0 wv EXIST WATER VALVE •'`
CONST SILT FENCE �'� Ta ,.:: °°\ J CPP CORRUGATED POLYETHYLENE PIPE , \ HALL
+ '°°• �µr' O jP EXIST JOINT POLE : T E
t \• �0.;� , \ �, �� DI DRAIN INLET �'
. •• � Q / 0 pp EXIST POWER POLE EG EXIST GRADE BASE BID •�
\ - -- � - EXIST 48" CPP EP EDGE OFPAVEMENT :-
® EXIST GAS VALVE
° - EXIST GUY WIRE EXIST EXIST Q l \
EXIST BRIDGE ® '`;�m° - „•,-',,., \,�,T �`` ,; .,, ' .:,- �..
2' ° ABUTMENT \� O FG FINISH GRADE
w \
°•°•• ••••° `�� 4 ® �� �"� EXIST FIRE HYDRANT r� � w
` FL FLOWLINE - ��
' \ TOP OF EXIST WATER GB GRADE BREAK
RSP w _ _ _. EXIST GAS
' HPG HIGH PRESSURE GAS
EXIST TELEPHONE SITE
• '® °� , e .,\ � \ , � . INV INVERT ! ,,.�/,.-. .:-•- � \
EXIST EDGE OF PAVEMENT T '
• .. \ � \ \ \ LOL LAYOUT LINE � ,�; \ •.,`.. fT -�...,_ �\
o• T� _ , ADDITIVE NO. 1 ,� '
EXIST SIGN LT LEFT "°
\ x........._ EXIST FENCE ' TT
� `� NTS NOT TO SCALE
g \ - Q.
8 ` \\� EXIST EP .-..-..-•-. RIGHT--OF-WAY OC ON CENTER P
\ T
,.r` • '� . � SGP � �.., !'T• ,; ,'' '��, �,� T,�� \
\ \ , PROPERTY LINE P
�,,.• . ® , � � \ �� RS ROCK SLOPE PROTECTION GP� �J�, PSP ` `' ,✓T '�,� � � � d � T
------ CONSTRUCT 1.5:1 SLOPE UON RT RIGHT
\ ® R/W RIGHT OF WAY
` 14 CONSTRUCT PER DETAIL 15, SHEET 14
14 STA STATION �Ao
C - TB TOP OF BANK \
JP \ `� \ \ `, —X—X CONSTRUCT SILT FENCE
\ '`� \ 1 TC TOP OF CURB `
w
\ \ \ TP TOP OF PAVEMENT '9Q
FH� TYP TYPICAL
co r \ \ \\ `� %,�` ' UON UNLESS OTHERWISE NOTEVICINITY MAP
D
\ \msµ \ \ \�� - �� WV WATER...VALVE \ NO SCALE
JP
0 5' 10' 20' ® r' \ \ \ \ \ REVISIONS
NO. BY DATE DESCRIPTION CITY OF ,
a� pR
SCALE. 1 =10 \ \ NORTH COAST ENGINEERING INC. a° SY F
SYC ' \ CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT ATASCADERO AVENUE BRIDGE
® -�- \ � `', \ 29743 SLOPE STABILIZATION PROJECT
725 Creston Rd. — Suite B EX�. 3/31/99 .
11
Paso Robles, CA 93446 DATE
00 `� (805) 239-3127 `s,,� C1vl,- DATE STEVEN J. S E5 R.C.E. 29743 EXP. 3 31 99 OF c �DATE
\ a , (805) 927-8651 DESIGNED BY: DRAWN BY: CHECKED B NUMBER SCALE: SHEET:
GMH CAC 98--177 AS SHOWN 1 of 1
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