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CONSTRUCT CD,VC. 1V1�QN'f/DLE
ALLEXISTING TREES ARE EUCALYPTUS EXCEPT AS NOTED
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G' D TNS s�5 4 oL �- CONSTRUCT CATCH BASIN TYPE A C I I B^CF
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ti-fa 0 p ] ROAD DEP. STD. NO. 206
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1V 1 CONSTRUCT CGEANOlIT
DeTA I L 4 9A x m strRm s' , 8.58 AER
SAN BERNARDlNO COUNTY ?DAO DEP. n
N.7.S. s SrO. MO. 209 i/ ETAI L '�j i
ON 7WI
sf/EE r FOR 0,f0 X/LE _ 245+57. Oil ¢` /NT.
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TURNER AVENUE
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— PREPARED BY' FIELD BOOK REF COUNTY OF SAN BERNARDINO IMPFZO`/�MENT PLAN W.0. N0.
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REY�S/ON O� p,.�^ 5, �- TYp� 2?,� ROAD DEPARTMENT
047 FEN LAS TUNAS 'DR. 2 RE✓/S/DA/ STOC�A70�.d/�/CON.t/EGT/0,V ACT NO- 881S
Roao No.
ADDED SNEETND. 9 DESIGNEDBY DRAWN BY ICHECKEDBY APPROVED BY ��
.• SAN GABRIEL, CALIF. rn ,n ,
PH. 213 286-3175 SUBMTD.BY Q �,. /�f C.D.E FILE NO.
6x6- /Ox/O W/Rf MESH� -�r! • COwc 6" r`fticK - . . .
ASST. COUNTY ENC.-ROADS DATE �0• q
�•
RECOMMENDED/AP PROVED BY S TO R M D OA iw
,R D y c__.. E- _r C. GARFIVE:NT-E F R c E E�E6q t o-?G-76
CO / Y C - E TE ` /TC" .- ENG. DATE COUNTY ENGINEER DATE SHEET 8 OF 9 i
MARK REVISIONS APPR T ASST. ROAD COMM
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t�
CONSTRUCTION SPECIFICATIONS
` JUNCTION STRtfCTURE
1. f'c shall equal 3000 psi at 28 days.
2. Reinforcing steel shall have 2" minimum clearance unless otherwise shown.
3. Floor of structure shall be troweled to springing line.
4. Junction structure shall be poured in one continuous operation, except that the
contractor shall have the option of placing at the springing line a construction
joint with a longitudinal keyway.
- 5. The length of the structure may be increased at the option of the contractor to
meet pipe ends, using D bars in extended portion, of same diameter and spacing as
specified in plan.
s
MANFIOLE
1. Pc shall equal 3000 psi at 28 days unless noted otherwise.
2. Reinforcing steel shall have 1-1/2" minimum clearance unless otherwise shown.
3. Floor of manhole shall be steel troweled to springing line.
4. Tie bars shall be #3, and spaced 18" an centers or closer.
' S. Body of manhole including spur shall be poured in one continuous operation except
that the contractor shall have the option of placing at the springing line a construction
joint with a longitudinal keyway.
�1
6. Length of the manhole may be increased by the contractor to meet pipe ends, but
sT14W'a-9.P�to6 any change in location of spur must be approved by the supervising engineer.
'-r►.rret it .6,��e s"',yi�,y MGs! jf E�-ps 6"'1 7. Steps s shall be 5/8„
� dA�s p galvanized steel and no more than 15" apart.
S. All joints shall be filled with 1 - 2 mortar and neatly pointed or wiped of inside the
\
� shaft.
r 'rs F.eC+,►,Ps .�"'o c' C�,r,p��,� •
9. Eccentric shaft, reducers, and rings may be plain concrete with a minimum thickness
SIT��s ���crs9it
of 6 inches, Vc shall equal 3500 psi or greater at 28 days.
00,
�'0V 10. Portion of existing 66" RCP where manhole is to be build shall be removed by chipping
with a pneumatic tool, the chipped area shall then be washed with water to remove all
Tit- d•9,C N ,'; ~ I
loose material and concrete dust.
t� 11. Round edges to 3" radius.
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PiPEP-�91,PE By.• FIELD BOOK REF COUNTY OF SAN BERNARDINO w o No.
1MR1POYE/YlE/VT /
L.9N
tif. `Wf�it/LEYCo. �Oa�'� .SN�ET .yp. g ROAD DEPARTMENT ROAD NO.
����► E, �/�S T!/504W DESIGNED AY DRAWN BY CMECKED 9Y APPROVED 6Y
f zroo'v FILE N0.
SUBMITTED •r _ cot ASST COUNTY E NGR-ROADS =ATE 57 Ove -( Z>W,4,,1 V DW .1 VO• 5 2
RECOMMENDED /A►DR v C 8r
C EC.' �'�9-�P E•P •P�'E. &0--972- MARK REVISIONS I APPR I QAT& ASST ROAD COMMISSIONER-EMGs DATE COUNTY ENGMEER pri•€ SHEET ' '9 of