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CITY OF ATASCADERO SAN GABRIEL
ELEMENTARY
SCHOOL
COUNTY OF SA"'AN LUIS OBISPO,
STATE OF CALIFO NIA
NORTH COAST ENGINEERING INC.
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725 Creston Rd Suite 8, Poso Robles, 239-3127
STEVEN J. VLYESAq RCE 29743 EXP. 3/31/03 DATE
ESS/
3. SY4 �eTo�
29743
Exp. 3/31/03
�-.�—C/ V IL
OF CALF
0
X 11111i 1 1 1 11, 111 �� q �� 4 A a 1 1 M10
NO SCALE
SHEET INDEX
1. TITLE SHEET
2. SANTA ROSA ROAD STA 1+50 TO STA 7+50
3. SANTA ROSA ROAD STA 7+50 TO STA 11+68.92
ACCEPTED FOR CONSTRUCTION: 4. SAN GABRIEL ROAD STA 2+50 TO STA 22+05
LQ 5. DETAIL SHEET
STEVEN B. KAHN RCE 42350 EXP. 3/31v/01 DATE
CITY ENGINEER
SHEET 1 OF 5
VICINITY
MAP
NO SCALE
LEGEND
SYMBOLS
ABBREVIIATIONS
-A '14
EXISTING TELEPHONE MANHOLE
AB
AGGREGATE BASE
EXISTING SANITARY SEWER MANHOLE
AC
ASPHALT CONCRETE
CL
CENTERLINE
0
EXISTING STORM DRAIN MANHOLE
CMP
CORRUGATED METAL PIPE
EXISTING STORM DRAIN INLET
CO
CLEAN OUT
EXISTING WATER METER
CONC
CONCRETE
EXISTING MAIL BOX
CONST
CONSTRUCT
EXISTING PGE BOX
CPP
CORRUGATED POLYETHYLENE PIPE
1 -J -w,.
EXISTING TELEPHONE PEDESTAL OR VAULT
PC
POINT OF CURVATURE
r Fly,
EXISTING WATER VALVE
DG
DECOMPOSED GRANITE
EXISTING JOINT POLE
DI
DRAIN INLET
EXISTING TELEPHONE POLE
DWG
DRAWING
pj'
EXISTING POWER POLE
DWY
DRIVEWAY
C) "I'v
EG
EXISTING GROUND
EXISTING CABLE TELEVISION POLE
-/-.v
E �'-?
EXISTING GAS VALVE
EP
EDGE OF PAVEMENT
EXISTING GUY WIRE
FG
FINISH GRADE
EXISTING FIRE HYDRANT
FL
FLOWLINE
rkY
EXISTING EDGE OF PAVEMENT
GB
GRADE BREAK
EXISTING SIGN
HP
HINGE POINT
x . ......
EXISTING FENCE
INT
INTERSECTION
X
TREE TO BE REMOVED
LOL
LAY OUT LINE
RIGHT-OF-WAY
LT
LEFT
PROPERTY LINE
NTS
NOT TO SCALE
OC
ON CENTER
>—
CONSTRUCT 2:1 SLOPE UON
16
PC
POINT OF CURVATURE
CONSTRUCT PER DETAIL 16, SHEET 14
14
PCC
PORTLAND CEMENT CONCRETE
SAWCUT PAVEMENT
It
PROPERTY LINE
—X—X—
CONSTRUCT TREE PROTECTION FENCE
PT
POINT OF TANGENCY
RT
RIGHT
CONST AC PAVEMENT
RAW
RIGHT OF WAY
IMPORTED BORROW (DECOMPOSED GRANITE)
STA
STATION
STD
STANDARD
FOGSEAL (PATCH EXISTING AC)
TC
TOP OF CURB
TP
TOP OF PAVEMENT
UON
UNLESS OTHERWISE NOTED
WV
WATER VALVE
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SAS
CITY OF ATASCADERO SAN GABRIEL
ELEMENTARY
SCHOOL
COUNTY OF SA"'AN LUIS OBISPO,
STATE OF CALIFO NIA
NORTH COAST ENGINEERING INC.
go=
725 Creston Rd Suite 8, Poso Robles, 239-3127
STEVEN J. VLYESAq RCE 29743 EXP. 3/31/03 DATE
ESS/
3. SY4 �eTo�
29743
Exp. 3/31/03
�-.�—C/ V IL
OF CALF
0
X 11111i 1 1 1 11, 111 �� q �� 4 A a 1 1 M10
NO SCALE
SHEET INDEX
1. TITLE SHEET
2. SANTA ROSA ROAD STA 1+50 TO STA 7+50
3. SANTA ROSA ROAD STA 7+50 TO STA 11+68.92
ACCEPTED FOR CONSTRUCTION: 4. SAN GABRIEL ROAD STA 2+50 TO STA 22+05
LQ 5. DETAIL SHEET
STEVEN B. KAHN RCE 42350 EXP. 3/31v/01 DATE
CITY ENGINEER
SHEET 1 OF 5
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NORTH COAST ENGINEERING INC. copyright p 2001
USE STONE FROM
EXISTING WALL
EXISTING GROUND
T
15" MIN.
J- -
66"" MIN.
T
NTS
LR'IVIIIIN&IRNK
C13 '"END CONSTRUCTION"
C18 ROAD CONSTRUCTION AHEAD"
ON ATASCADERO AVE 250' SOUTH
AND NORTH OF SANTA ROSA ROAD
1
,�.
EXIST GROUND
NEEDED FOR SMOOTH
TRANSITION TO EXIST
4" CLASS 11 AGG
BASE (TYP)
EXIST STRIPE TO EXIST PAVEMENT
SEE NOTE 3
NOTES:
1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL BE
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 957*.
2. THE UPPER 6" OF SUBGRADE SHALL BE SCARIFIED AND
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 9570.
3. REMOVE EXISTING RIGHT EDGELINE STRIPE WHERE IT CONFLICTS
WITH THE STRIPING SHOWN ON THESE PLANS. STRIPING SHALL
BE REMOVED IN CONFORMANCE WITH SECTION 15--2.02B OF
THE STANDARD SPECIFICATIONS.
4+66.92 TO 5+16.08
NTS
CITY TO OBTAIN 15'
EASEMENT FOR WALKWAY
+L U
RELOCATE EXISTING WALL 6'
5+24 TO 5+77
2" MIN TYPE
"B" AC (TYP)
EXIST GROUND L �
NEEDED FOR SMOOTH
TRANSITION TO EXIST
4" CLASS II AGG
BASE (TYP)
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---.. .�..
EXIST AC
MAKE SMOOTH JOIN
4" CLASS 11 AGG
BASE (TYP)
EXIST STRIPE TO EXIST PAVEMENT
SEE NOTE 3
NOTES:
1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL BE
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 957*.
2. THE UPPER 6" OF SUBGRADE SHALL BE SCARIFIED AND
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 9570.
3. REMOVE EXISTING RIGHT EDGELINE STRIPE WHERE IT CONFLICTS
WITH THE STRIPING SHOWN ON THESE PLANS. STRIPING SHALL
BE REMOVED IN CONFORMANCE WITH SECTION 15--2.02B OF
THE STANDARD SPECIFICATIONS.
4+66.92 TO 5+16.08
NTS
CITY TO OBTAIN 15'
EASEMENT FOR WALKWAY
+L U
RELOCATE EXISTING WALL 6'
5+24 TO 5+77
2" MIN TYPE
"B" AC (TYP)
EXIST GROUND L �
NEEDED FOR SMOOTH
TRANSITION TO EXIST
4" CLASS II AGG
BASE (TYP)
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12' STA 5+23.48 TO 6+80VARIES- --
VARIES STA 6+80 TO 8+45 0.
-► - PAVEOUT
VARIES
SAWCUT 1' OF
EXIST AC
EXIST AC
MAKE SMOOTH JOIN
EXIST STRIPE TO EXIST PAVEMENT
SEE NOTE 3
NOTES:
1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL BE
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X.
2. THE UPPER 6" OF SUBGRADE SHALL BE SCARIFIED AND
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X.
3. REMOVE EXISTING RIGHT EDGELINE STRIPE WHERE IT CONFLICTS
WITH THE STRIPING SHOWN ON THESE PLANS. STRIPING SHALL
BE REMOVED IN CONFORMANCE WITH SECTION 15--2.028 OF
THE STANDARD SPECIFICATIONS.
TYPICAL SECTION
5+23,48 TO 8+45
NTS
REMOVE AND/OR TRIM SHRUBS
v C` C)r r K H v TK J WITHIN 6' OF EXISTING EP
RICHARD BARN.+i ILL j/Hl
JEFFREY J I APIN 056-191 -026 Dr ININJS vrH� ID r
056-191--024 r F r I r�\�r� r RECONSTRUCT STONE PLANTER�j J\� JJJ 1J1 -J J
AND STEPS 3 BEHIND �056-191-027 EXISTING LOCATION. PER
3+73.51 32.82' LT SAVE EXIST SHRUBS. ^' th
BEGIN STRIPE TA 5+24 TO 5+77 I W
PAINT CALTRANS I RELOCATE STOP
\ EDGELINE STRIPE 4+48.48, 20' LT ADJUST WATER METER AHEAD SIGN ,-� w
\ 3+73.51, 26.82' LT I 4+29.98, 32.82' LT DETAIL 27B END STRIPE ((997.3) TO FINISH GRADE
BEGIN STRIPE TAPER STRIPE 4+66.92 BEGIN I
L
I PER �J� ;i�—'�.
AC PAVEOUT
ujIm 5All UJI
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TAPER STRIPE
SANTA RRift OARJ 5+0 6+oa 12' 6'
z+ao RELOCATE 5+23.48, 12' L
- - 5+16.08 14' LT T
4+48.48 14' LT SIGN
TAPER STRIPE _
TAPER STRIPE TAPER STRIPE
W
U......... L
1—
\ PAVE OUT
\ FROM EXIST EP
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056-201-024 1-\Pj\l 056-201-003 � .� PIN 056-- 201 -- 003 I �- PIN 056--� 01 --�J =�3AMN 056-201-032
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-B- AC
2%
CEXIST GROUND
//j,> \—EXIST AC
SHOULDER BACKING :AS MAKE SMOOTH JOIN
NEEDED FOR SMOOTH 4" CLASS 11 AGGTO EXIST PAVEMENT
TRANSITION TO EXIST EXIST STRIPE
BASE (TYP) SEE NOTE 3
NORTH COAST ENGINEERING INC. copyright Q 2001
NOTES:
1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL BE
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
2. THE UPPER 6" OF SUBGRADE SHALL BE SCARIFIED AND
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
3. REMOVE EXISTING RIGHT EDGELINE STRIPE WHERE IT CONFLICTS
WITH THE STRIPING SHOWN ON THESE PLANS. STRIPING SHALL
BE REMOVED IN CONFORMANCE WITH SECTION 15-2.02B OF
THE STANDARD SPECIFICATIONS.
TYPICAL SECTION
7+00 TO 9+90
NTS
PAINT CALTRANS
EDGELINE STRIPING
DETAIL 27B ACROSS
EXIST AC DWY
TRANSITION AC WALKWAY TO
MATCH EXISTING DRIVEWAY
REMOVE AND/OR TRIM SHRUBS
WITHIN 6" OF EXISTING EP
0
11+68.92, 16' LT
END 2" GALV,
PIPE FENCE
11+68.92, 12' LT (0.17' CF)
CONFORM AC DIKE SIDEWALK TO EXIST
4-
11+38.92, 12' LT (0.5' CF)
BEGIN AC DIKE/SIDEWALK
TRANSITION TO EXISTING
DIKE/SIDEWALK
9-
loe
TRANSITION AC PAVEOUT INTO
SIDEWALK FOR SMOOTH JOIN
FROM STA 9+90 TO 10+10
1000'
10+10, 16' LT
BEGIN 2GALV.
AC
PIPE FENCE
9+8536,_23.63' LT
EXIST STRIPE
9+72.42, 25.62' LT
1000.8 FG;
OVERLAY EXIST AC
.0e
TRANSITION PAVING 1000.5)
FOR SMOOTH JOIN
(1000.6)
.0e
5
+51.,U 26-36* LT
1001.0 FG
2459' 1
1003.3 FG;
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X
+90, 12' LT
END STRIPING
BEGIN AC DIKE (0.17' CFY
N
3x:
8±44I,570 29.07' LT
FG
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w
ADJUST WATER METER TO ISH
GRADE PER
RELOCATE_,MAIL9'0'X
0
to
1+0
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--- ------------ ----
0 151 30' 60
6mmmmid Immmmmmmommil
3: 7+50.00 CL SANTA ROSA
1+00 CL OLD SANTA ROSA
0 R E 1\1 L DW I 1\1 JER.,/-NLD OLSEN
NP1\l 056-151 -021 AFF 056-201-026
----- ----- ........... . ... ..
OR EN BAN LDWI 1\1
AFF 056-151-021
SCALE: 1 it =30'
2" GALVANIZED PIPE
FENCE. CONTRACTOR TO
SUBMIT DETAIL TO CITY
FOR APPROVAL PRIOR
TO START OF WORK
—4" MAX.
- ------ - ---- -- - 4.5'
42" 2" MIN
TYPE "B' AC
24"
2% AC DIKE (0.5' CF)
... .......... .....
a.
2 CLASS 11
EXIST AC
AGGREGATE
REMOVE
24
BASE EXIST DIKE
KEY IN BASE MATERIAL
AND COMPACT EXIST GRADE
12"
CONCRETE
FOOTING
6' O.C.
INSTALL SIGNS
C13 "END CONSTRUCTION"
C18 "ROAD CONSTRUCTION AHEAD"
ON ATASCADERO AVE 250' SOUTH
AND NORTH OF SANTA ROSA ROAD
TYPICAL SECTION
STA 10+10 TO STA 11+68.92 WITH FENCE
STA 9+90 TO 10+10 WITHOUT FENCE
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0 2+50 TO 5+80
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BEGIN RELOCATION OF
EXIST BARBED WIRE
FENCE
in JOHN B. ROOPE
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EXIST CL STRIPE
CALTRANS DETAIL 21
EXIST BARBED "RE
FENCE
AC PAVEOUT
400 80
SCALE: 1 XF = 40'
PAINT EDGE LINE STRIPE
CALTRANS DETAIL 27B
6+45 TO 22+00
TO EXIST DRIVEWAY x xi r-1 J i I � �_,/ �jj T,.e I �
DC*f-*Ilkl RELOCATION OF
--0.5'
FIELD FORM AC MOUNTABLE BERM
TO CONTROL DRAINAGE AT
EXISTING CONCRETE DRIVEWAY
EXIST WELDED STEEL
PIPE FENCE
To
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12+00
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11+00
10+00
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A—PIN 0541-24le'l —027 REMOVE SHRUBS AND
BUSHES IN CITY R/W _j
AS NEEDED
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0 SAWCUT 1' OF EXIST AC
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------- - -- BACKING ON GRADE
_YARIE§- AS NEEDED FOR
2" MIN. TYPE "B" AC____l SMOOTH TRANSITION
I 2X
— — — — — — — — — — — — — — — — — — — — — — — — —
----------------
TA 4"
EXIST STRIPE
SEE NOTE 3
NOTES:
1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL BE
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
2. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
3. REMOVE EXISTING RIGHT EDGELINE STRIPE WHERE IT CONFLICTS
WITH THE STRIPING SHOWN ON THESE PLANS. STRIPING SHALL BE
REMOVED IN CONFORMANCE WITH SECTION 15-2.028 OF THE CALTRANS
STANDARD SPECIFICATIONS.
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0) 0) 1:z
0) d3 w (V -
I Q_�p - CONCRETE DRIVEWAY I I I TYPICAL SECTION
1+00
INLET DETAIL I H BERM SECTION
VERTICAL 1 4# NTS
HORIZONTAL 1 40'
0 1 22+00
0 EXIST CL STRIPE END STRIPE
+ CALTRANS DETAIL 21
-90
22+35 12' RT
CC
x
X PATCH EXISTING AC
- ----------- X. --- ---
+00
CO AND FOGSEAL
(957.8)
>
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5 0 -------
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19+00
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15+00
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16+00 17+0 �94ZJ_) (947.2 "Ll, � r� I ''I \
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RELOCATE SIGN 2 3 T
END RELOCATION OF
0) 20+40
6" AC DIKE z 958.9 A -A—SCAIDE'RO UINIFIFD
2 5 9474 17+60 It z EXIST BARBED WIRE FENCE 21+60 NDA DIKE
BEGIN RELOCATION MAKE SMOOTH TRANSITION TO INLET 958.4 FL SCHOOL DISTRICT
PAINT EDGELINE IN 27B
+XADI 4 AN0414111
CALTRANS DETAIL 947.5 FL WIRE FENCE PER 18+45, 18.5' RT
6+80 TO 22+00 5 947.6 FG
DAVID BLOOMFIELD CECIL VV. SNIILEY M.C. HILL SAIN (GABRIEL k k
ANDREA A. DAY AIPIN 054-2.zle'l —003 APIN 054-2411 —002 R.B, HILL A F 1\1 05-41-241 —022 ELEMENT AIRY
APIN 05-41-2-4.1el —037 A P 1\1 054-2411 —J 8 SCHOOL
CONSTRUCTION LEGEND (THIS SHEET ONLY)
(D
RELOCATE MAILBOX
14.
W
ADJUST WATER VALVE BOX TO FINISH GRADE PER
5
N 1--a-
EXISTING UTILITY POLE TO BE RELOCATED BY OTHERS
_j 905
CONSTRUCT DRAIN INLET PER ATASCADERO CITY SM. DWG 502
a.
ADJUST WATER METER BOX To FINISH GRADE PER
5
i-SAWCUT 1' OF EXIST AC
EXIST TELEPHONE PEDESTAL TO BE RELOCATED BY
OTHERS
RELOCATE FIRE HYDRANT PER
\5/
NORTH COAST ENGINEERING INC. copyright Q 2001
0 20' 40' 80'
6mwwmJ I -- - ----------------------- 1. .1IIII a
SCALE: 1 "= 40'
NTS
STA 2+50 TO 17+60
w
CL
w to 12# 6
VARIE 6" AC
MIN. TYPE "B AC DIKE
------------- -------------------- EXISTING
GRADE
MlT A 47 A
EXIST STRIPE
SEE NOTE
NOTES:
1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL BE
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
2. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
3. REMOVE EXISTING RIGHT EDGELINE STRIPE WHERE IT CONFLICTS
WITH THE STRIPING SHOWN ON THESE PLANS. STRIPING SHALL BE
REMOVED IN CONFORMANCE WITH SECTION 15-2.02B OF THE CALTRANS
STANDARD SPECIFICATIONS.
TYPICAL SECTION
NTS
STA 17+60 TO 21+60
14.
W
N 1--a-
w
_j 905
a.
(n
—+-I
i-SAWCUT 1' OF EXIST AC
w
CL
w to 12# 6
VARIE 6" AC
MIN. TYPE "B AC DIKE
------------- -------------------- EXISTING
GRADE
MlT A 47 A
EXIST STRIPE
SEE NOTE
NOTES:
1. AGGREGATE BASE (AB) SHALL BE CLASS 2 AND SHALL BE
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
2. THE UPPER 12" OF SUBGRADE SHALL BE SCARIFIED AND
COMPACTED TO A RELATIVE DENSITY OF NOT LESS THAN 95X
3. REMOVE EXISTING RIGHT EDGELINE STRIPE WHERE IT CONFLICTS
WITH THE STRIPING SHOWN ON THESE PLANS. STRIPING SHALL BE
REMOVED IN CONFORMANCE WITH SECTION 15-2.02B OF THE CALTRANS
STANDARD SPECIFICATIONS.
TYPICAL SECTION
NTS
STA 17+60 TO 21+60
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CONSTRUCTION NOTES:
(DANGLE STOP (SALVAGE EXISTING)
CUSTOMER VALVE (SALVAGE EXISTING)
O METER BOX (SALVAGE EXISTING)
ADAPTER - (SALVAGE EXISTING)
METER (SALVAGE EXISTING)
REPLACE LENGTH OF EXISTING SERVICE
PIPE PER ATASCADERO MUTUAL WATER
COMPANY WATER SERVICE CONNECTIONS'
STANDARDS AND DETAILS.
WATER SERVICE FINISH GRADE ADJUSTMENT
---------------------- -- ------- --------------------------------- - -----
oar ioc c"rc'iNG VALVE Q^V AND^^lArm
LASS A CONC COLLAR
CUT EXIST AC
NOTE
THIS DETAIL SHALL BE USED FOR THE
ADJUSTMENT OF SANITARY SEWER
CLEAN -OUTS AND SURVEY MONUMENT
WELLS.
EXISTING
AS REQUIRED
AND EXTEND
R WIRE
UIRED
REUSE EXIST VALVE
BOX AND COVER
WATER VALVPE BOX ADJUSTMENT
I
2" 2
_40111. '#4 REBAR
BAND OR OTHERWISE1 1; 1
i18" OC
COVER JOINT TO
PREVENT CONCRETE
FROM ENTERING PIPE
P10E
EXTENSION
005f [IPE
L 1 MIN
CONTRACTOR TO VERIFY EXTEND EXIST PIPE AS REQUIRED.
SIZE OF EXIST PIPE #4 REBAR 18" OC
SIZE AND TYPE OF PIPE TO MATCH
EXIST.
CLASS B CONCRETE
REMOVE EXIST DRAINAGE STRUCTURES
(DRAIN INLETS, HEADWALLS, ETC.)
AS REQUIRED
TYPICAL PIPE EXTENSION
CL R/W
EXIST FENCE
TYPE AS NOTED
TYPICAL FENCE RELOCATION
NO SCALE I \_t/ NTS I NTS I \� NTS
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m NORTH COAST ENGINEERING INC. copyright 0 2001
7LINJI
NTS
a
SEE PLAN
REUSE EXIST
FIRE HYDRANT
(2) 2-1/2"
PORTS
(1) 4-1/2"
PORT
3
X:i
0 N J1
FG
INSTALL 60 FLG. DUCTILE
1/2-J
[RON BARREL EXTENSION
U
SPLICE AND EXTEND
U
LOCATOR WIRE TAPED #12 AWG LOCATOR WIRE
2W WIDE GRATE
TO PIPE (AWG; 12)
(24- — V-11 5/8-)
--- - --------
C900 PVC
2#—Ow
ADAPTER
EXISTING FIRE SEE NOTE 5 -
SERVICE PIPE 6* C900 PVC EXTENSION
TVP I (",& I PP A
CONSTRUCT THRUST BLOCK,
13.0 S.F. MIN.
NOTE:
1. CONTRACTOR SHALL FURNISH AND INSTALL BLUE 2—WAY REFLECTORIZED
RAISED ROADWAY MARKER(S) AS DIRECTED BY THE ENGINEER AT EACH HYDRANT
(HAWINS -RAY-0—UTE V16C—DB- OR APPROVED EQUAL).
2. ALL EXPOSED NUT AND BOLTS WHICH ARE BURIED SHALL BE COVERED WITH 30 MIL
PLASTIC.
4. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL
ALL CONCRETE SHALL HAVE A MINIMUM 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS.
5 FURNISH AND INSTALL FITTING NECESSARY TO ADAPT EXISTING
FIRE SERVICE PIPE TO 6" PVC PIPE
FIRE HYDRANT RELOCATION
NO SCALE
1 19 1/9-1
REVISIONS I APPROVALS
PTIONS I BY I DATE I APPROVED I COUNCIL RESOLUTION NO. 26-92 3
NOTE: REINFORCING STEEL SHALL BE #4 BARS AT 18" O.C.
ACED 1-1/2* CLEAR TO INSIDE OF BOX UNLESS OTHERWISE
TED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH
D A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS
TLET PIPE.. USE CLASS W P.C.C. FACE ANGLE TO EXTEND
_L WIDTH OF BOX..
/2- 0 x 6 H
ANCHORS
8m
SECTION A -A
H t
8"-0" OR LESS 6"
8'-1" TO 20'-0m 8" 1/4- RADIUS
HEIGHT TABLE AN t
1/4 MATCH
1/4 TYP. CURB FACE
FACE
rr
rr
PLAN
1/4 V
got 1 /4- RADIUS
— L2-112* x 2-1/2* x 1/4"
so
1/2- J0 0 18- O.C.
45-1/2'
NOTE: FRAME SHALL NOTE: GRATES TO BE BICYLCE PROOF A( ?ER IN
BE DIPPED OR PER STATE STD. PLAN D77—B RURAL AREAS
PAINTED IN DETAIL "B" ONLY
COMMERCIALQUALITY
ASPHALTUM PAINT. DROP SLOPE 2" CONC. CURB
DETAIL 9fB*# 3 1/2*x 1 3" MIN.
2#—
DRAWN BY:
R.A.L.------- - ---
DESIGNED BY.
S.J.S.
DA
02727/92
FILE NAME:
AT502.DWG
.ri.....0..z=w.
m
CITY OF ATASCADERO III
ENGINEERING DEPARTMENT
STORM DRAIN INLET
r T ml�
r �a2
CIVIL ENGINEERING - LAND SURVEYING - PROJECT DEVELOPMENT
725 Creston Rd. — Suite B
Paso Robles, CA 93446
(805) 239-3127
(805) 927-8651
ESS/
syz
29743
Exp. 3/31/03
/Vl\-
C
SEE PLAN FOR LIMITS
REVISIONS
---- -- ---- - ----
CITY OF ATASCADERO
DESCRIPTION
--------------- ------------------------- - --- ---------- - -- - - ----- ------------ - ------ ---- ------- -- - ----------------- - --------- -- --------- ----- ---------- ------------------------------ - ---------------------- -------- — - — - - - --------
GABRIEL AND SANTA ROSA ELEMENTARY SCHOOLS',
DATE
STEVEN J. SYtWSTER ( I R.C.E. 29743 EXP. 3/31 03 DATE
DESIGNED BY: DRAWN BY: CHECKED &Y.' JOB -RUMBER I SCALE: SHEET:
JBN KSS/TMR , CG 99-105 AS NOTED 5 OF 5
1/2-J
U
FOR USE WITH
U
2W WIDE GRATE
(24- — V-11 5/8-)
2#—Ow
Z40x3"x1/2--/
3'— 5 3/8w
TVP I (",& I PP A
.ri.....0..z=w.
m
CITY OF ATASCADERO III
ENGINEERING DEPARTMENT
STORM DRAIN INLET
r T ml�
r �a2
CIVIL ENGINEERING - LAND SURVEYING - PROJECT DEVELOPMENT
725 Creston Rd. — Suite B
Paso Robles, CA 93446
(805) 239-3127
(805) 927-8651
ESS/
syz
29743
Exp. 3/31/03
/Vl\-
C
SEE PLAN FOR LIMITS
REVISIONS
---- -- ---- - ----
CITY OF ATASCADERO
DESCRIPTION
--------------- ------------------------- - --- ---------- - -- - - ----- ------------ - ------ ---- ------- -- - ----------------- - --------- -- --------- ----- ---------- ------------------------------ - ---------------------- -------- — - — - - - --------
GABRIEL AND SANTA ROSA ELEMENTARY SCHOOLS',
DATE
STEVEN J. SYtWSTER ( I R.C.E. 29743 EXP. 3/31 03 DATE
DESIGNED BY: DRAWN BY: CHECKED &Y.' JOB -RUMBER I SCALE: SHEET:
JBN KSS/TMR , CG 99-105 AS NOTED 5 OF 5