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EXISTING TELEPHONE MANHOLEGATE BASE INV INVE-RT
EXISTING SANITARY SEWER MANHOLE AC ASPHALTICCONCRETE L ' LINEAL FEESPREPARED BY1 SHEET INDEX
EXISTING STORM DRAIN MANHOLE LT LEFTAGG AGGREGATE
EXISTING DRAIN CATCH BASIN
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. 7. DETAILS
DIA DEER SD STORM DRAIN
I DRAIN INLET SD4H STORM 'DRAIN MANHOLE -8. CITY STANDARD DETAILS
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EXISTING GUY WIREDIP DUCTILE IRON 'PIPE SS SANITARY SEWER
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EET IMPROVEMENTS ICIVIL ENGINEERING LAND SUREYING PROtIECT DEVELOPMENT STR
SHEET 2 29743 AZUCENA AVE UE TS Exp- 3/31/03 STA. 7+00 TO 1,2+50 1 725 Creston R'd. Su'te 8
IPaso Robles, CA 93446 C I-V%t6(805 239-3127 VtN1,J, Tf- �E,*� 9
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PUBLIC DRAINAGE EASEMENT
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REVISIONS
: .
NO. BY DATE DESCRIPTION
LO
A §O%Jff NORTH COA S T ENGINEERING INU. pp. sy�
.. ...
AZUCENA AVENUE DRAINAGE' IMPROVEMENTS
T NT
CIL ENGINEERING LAND SURVEYING PROJECT DEVELOPMENT
E
29743STORM DRAIN PLAN & PROFILE
»
Exp. 3/31/03
725 Creston . - Suit
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Paso Robles, CA 93446
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(805) 2393127
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LIMITS PER PLAN
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METER ( AL EXISTING)
----REUSE EXIST E AND COVER V REPLACE LENGTH EXISTING SERVICE
PIPE PER ATASC ERP MUTUAL WATER
GLASS D C G FINISHA 2 2 COMPANY WATER SERVICE CONNECTIONS'
STANDARDS AND DETAILS.
INSTALL 3 RISER RING 9a MAXIMUM)
REUSE EXISTING FURNISH AS REQUIRED 0*,Ev_"v1kt"w"E FINK"M GRADE ADJUSTWATER MENT
BROKENCHIPPEDI RINGS0
SHALL NOT BE USED UNLESS APPROVEDD R A I N A E C NTSY E CI ENGINEER NTS
STA 6+85 TO 1
AND 11+ TO 13+00
, REVISIONS
NO. BY DATE DESCRIPTION
uo
NOR M COA T ENGINEERING IN". �- S)�,/ AZUCENA AVENUE DRAINAGE, IMPRO' VEMENTS
CIVIL ENGINEERINGI_ANS SURVEYING PROJECT T 29743
DE"IrAILS
Exp. 3/31/03
725 Creston r Suite
Cp 'MANHOLE FRAME & kt"."0*'10"v1ER ADJU"'STMENT
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RE\ASIONS APPROVALS REVISIONS APPROVALS
DESCRIP-nONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 (? DESCRIP-nONS BY DATEIAPPROVED COUNCIL RESOLUTION NO. 26-92 33,/10 9 2 4' X
.............------- ---------- -------
-iANNEt,
---------- ----------- ----------------- -- - ---------- ----------- -------- CONC 0
------- 5/8" REBAR, RCE 29743
NOTE:' , 1. PRECAST PIPE, ADYJSTING RINGS AND TAPERED SECTIONS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE.
2. ALL JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED. 894_85
895.110,-,, 8,96,85
3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE. CUT EXISTING ROADWAY TO PROVIDE VERTICAL TYPE 90OR GRATE- TC T-W
4. MANHOLE COVER SHALL I HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER. SURFACES AND SQUARE CORNERS. CUT EDGES BOLT TO FRAME
WILL BE STRAIGHT AND NEATIN APPEARANCE. PROVIDE MIN 12" BENCH
FINAL ---MINIMUM 2 INCHES INTO UNDISTURBED 895-13
MANHOLE FRAME AND COVER — PINKERTON A — 640 1
GRADE ASPHALT OTHERWISE ROAD BEL) (BOTH SIDES)
12" TC
CONCRETE COLLAR — CLASS '*A* P.C.C. MATCH EXISTING.
6 SACK — 3000 P.SJ-
0
o V,
\ 0— 0 w\ 0— 0 0— 0 0 0 "k
-NO. 4 REBAR ALL SIDES 0 0 0 0 0 0 0 0
0 0
0 00, 0 0-00 91 0-0,0 0 0— 00 0 0 s,
0 0 0 "o,
IN,
2.0'
95% RELATIV'E COMPACTION
4t
Mft 6" CLASS 2
6- MIN.
24' AGGREGATE BASE
895.08
24*v —""-ADJUSTING RINGS AS REQ'D.
x
SEE NOTE BELOW SELECT BACKFILL FREE
—-----------
ALL
CONCERNING TRENCH FROM DEBRIS AND
PRECAST TAPERED CONE OR INST
FLAT COVER MANHOLE IN EASEMENTS. DELETERIOUS MATERIAL.
MAGNETIC
REDUCING SECTION. 894.83
TRACER
TAPE
v/
A
x
COMPACTED SAND
PROVIDE KEYED BASE FOR 90% RELATIVE COMPACTION OR APPROVED
J PRECAST RISER SECTION.
GRANULAR MATERIAL.
36* CPP SD
----------------
60
48"
2.5'
'ej
LEVEL 6" MIN 6" MIN
-------- MA
8 MAX
END OF PIPE TO BE INSTALLED o* CD
Z
(D
FLUSH WITH INSIDE OF MANHOLE.
6" BELOW FL
>
lo�
SMALL PIPE INLET
894.80
A CITY ENCROACHMENT PERMIT AND /TC----
24" WALL, TYP
INSPEC11ON ARE REQUIRED FOR -------
TRENCHING IN PUBLIC OR COLONY
GREATEST O.D. DIMENSION
OF—WAYS.
RIGHT
AT PIPE JOINTS 895.08 895-05 896.80
TC 2p TC TW
_\N
NO. 4 REBAR......... FLOW LINE — MATCH FLOOR TO
-I O.C. EACH WAY
2 FLOW UNE OF LARGE INLET PIPE NOTE: A MINIMUM OF 90% RELATIVE COMPACTION IS PERMITTED IN A NON—ROADWAY TRENCH ...........
WHEN NO STRUCTURES ARE TO BE BUILT OVER THE TRENCH. IF STRUCTURES ARE TO BE BUILT x
POURED—IN—PLACE CLASS *A* CONCRETE BASE.
OVER THE TRENCH, USE RELATIVE COMP�CTIONS SHOWN ON THE TRENCH SECTION ABOVE,
qWA_q__ ...........
TW
--------------
CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO
R.A.L. DRAWING NO. V,S. DRAWING NO.
ED BY: ------ --------------- ....... ED BY:
ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT
DESIGN
DESIGN
S.J.S. V.S�
ATE-
2 27 92 2/2*7Z92
D BACKFILL REQUIREMENTS FOR
5u 7 0
STORM DRAIN MANHOLE
FILE NAME: WATER, SEWER OR STORM DRAIN LINES ......\
FILE NAME:
AT501.DWG AT702,DWG
N
FACING CLASS
RIPRAP 6' WIDE X
4" LONG X I'
DEER
NOTE:
BEARING AREA SHALL BE AGAINST UNDISTURBED EARTH
0 U"ll E T S"* 11"R au"u`TUR E
ALL BOLTS AND FITTINGS SHALL BE COVERED AND
TAPED WITH PLAS11C WRAP, 30 MIL. 1 2'
UNDISTURBED
EARTH CONCRETE SHALL BE 6—SACK, 3000 PSI TC TOP OF CONCRETE, (THIS DETAIL ONLY)
8" X 18" OPENING
BEARING AREA 3 S.F. FOR 6* PIPE WITH 45* BEND
TYP OF3
6" TYP
895.75
2,5' 0.25"
TG
v #4 BARS 0 12- O.C.
EACH WAY (TYP)
'95
41
6" STRUCII)RAL BACKFILL (TYP)
'T 1_4 r
pi lQT Pl f`t(",t r`l 1="T i I
z
I I I i r7- 'I r- 1 14 11, 1
t A I A A I t, t
7. k t: 11 1 1\ i r"r. C,--1\ 4 t7r 1, 1 1
if 40'"llb Almmmw
1 ANP At ' l Pt I 'All 7
100 \00
—----------