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PACIFIC BELL
CONSTRUCTION
A. ALS., UTILITY COMPANIES MUST E NOTIFIED PRI T THE START
PROPERTY LE ° ° SOUTHERN CALIFORNIAGAS O. DAA
RIGHT-OF-WAY �.., WITHOUT` WITH
_ _n SERVICE ALERT (U.S.A. AT 1-800-642-2444 O ` EN DAYS a PRIOR T THE r�
EASEMENT
SAT OF EXCAVATION ANS ALL VERIFY THE L A F ANY KNE
EXISTING _ ___ _ T L T ES ESE f3 E' ES `� , . °` E _ . 3376th
_ -� _-_ EXISTINGBACKFILL9 ,y
EXISTINGCONTOURS -®,- PRESENT DURING EXCAVATION.
/—X§�P�IPE ION6-30-98
ACEI �S AND ELECTRICCO. DATE
r f `
FINISHED GRADE CONTOURS
B. A# EFFORT HAS BEEN MADE TO DEFINE THE LOCATE
< _
EXIST. WATER LINE FACILITIES WITHIN THE JOB SITE. HOVEVER, ALL EXISTING UTILITY AND
,, ..
OTHERye
EXIST. SAN. SEWER
;UNDERGROUNDTE
.� _� _ _ LOA MERE SHO S APPROXIMATE. THE CONSTRUCTION
EXIST. STORK DRAIN - -.�___ �
.- _ ;
. � . . RESPONSIBILITY-GAS MAIN G ,r - FALCON TELEVISION
(y %'s A :L UNDERGO - UTILITIES AND `HE Qq�y ¢¢�w g� /�" � ` µ . ,��..
LOCATING HAVING LOCATED t its COMPACTION)
€$ _ � A. �
E . S.S.
MANHOLEIBES E TE �t�� � � �r:.
WATER VALVEEX. FIRE HYDRANT
. AT DERO MUTUAL .
t
C. LASS CCOMPANY
;
GAS LATERAL ___ _ HICKNESS. IT SHALE E €PLACED AT T E AND PAC AT OPS � ' �,
. . ESI CHAINLIFENCE
MOISTURE TENT A APPROVED METHOD. FILL TO PAC O
4�
� 3� MAXIMUM DENSITY AS 5r7
CY TELEPHONE
=; ,
FI �TIC LINE
g
FIBER ��""1 des 1. .....�._._......._ C'}� r --
L".l _ _ D. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF HORIZONTAL T VERTICAL, ,�
-
OVERHEAD PO E LINE OHP _ �
.�, 4SAND BEDDINGACCEPTEU b To
EA LINE OHS..
UNLESS PROPER SHORING, SLOPING, BENCHING SYSTEMS ARE USED. ,,� �_ �_
POWER POLE p -�/
E. CONCRETE (CLASS Ai
PAC BELL PEDESTAL
REINFORCED CONCRETE PIPE TRANSITION STRUCTURES SHALL CONFORM TO THE
t-3 5 EES E SECTION 51 OF
CALIFORNIA STATE.rSPECIFICATIONS.
- KEIT 2. AL JOINTS BE EN PRECAST PIE SECTIONS S E TARED PER SECTION 1 1.13 .
_ RE EXISTING TREE T N
c � JACKING I UNI PACIFIC RAILROAD RIGHT-OF-WAY. a 1 EH<=4.5' 29743 '
FLOWE I & '.,DEX*
LINE FL 1. RCP CLASS STORM DRA€� PIPE SHALL E INSTALLED JACKING AND �.I E =4. ' TO 7.5' MAX:
3/31,M .«
INVERT IN's. . (ST DRAIN) FIFE SHALE,. E REINFORCED FORE RETE PIPE S III AND CLASS �. TITLE SHEET, INDEX,
. T T CAL OSHA E AND REF.: ALTRA S STD. DETAIL A ' ;
ISE RAE BORINGEXCAVATIONS SA E ,
f-: EXCAVATION 5 � EF LATEST E METHOD , CLASS � CP -36 � '`
EDGE OF PAVEMENT E BUENA AVENUE UE STORM DRAIN
4. FIBER OPTIC CABLE LINES EXIST E UNI PACIFIC RAILROAD
c
STORM DRAIN MANHOLE S I S:
RIGHT-OF-WAY. E SHALL L�: '��- 5 7 4 `�"
BEGINNING SPECIFIC PROCEDURES STRUOT TEAR FIBER
TIO CABLES SHALL E COORDINATED NTH SPRINT, EST AND I FIELD ENGINEERS. �
EXCAVATION BACKFILL PAYL TS ,
-)
�CID
s.
__ x
M E P L
STEVEN J. VES, R RCE 29743 EXP. 3/31/99 DATE
Y ENGINE3 -
2.
�r
UNIC-IN PACIFIC RAILROAD
'00' R/W
CG
RELOCATE EXIS-fliNd FENCE
4 A_'_3 SHOWN
5' MAX. 5-6" MAX
�3)
+2 5.0 C
<ZTA. I
>!
'NIS-rAt! r-HAIN' !Nw of
jOIN EMSTIN'kS. 534" 1 1 4,1 lt, U A i -4
112"
CONCRETE COLLAR
2" MIN.
1 12-, 12" ; i
0
SEE DETAIL "A
#5 0 12 -C, DO*,'-'S
PIPE LD.
R E M 0 VE' EXISTING 157ENCE
SMOOTH TROWEL SURFACE
(ODRILL kAIN. 6n PENfETRATION
MIN. —7--v
-E'
PIT T EXIIZT,
E EN11 Nk" 1 A S S H()'0i N (APPROX. 95
j
A 3 MIN.! 'IN to [DIP
0 x 0, lei
N i-INK PIPE O.D.
0 < x
EX. RCP R.C.P.
A
0 q-1
�x,3 0'
C.LP.11 P
'ACKING P!
+
/rn--x,!S-in il!�_ 7
V
z
54" R.C.P.
fl f x #5 0 12" O.C, DOVELS
_P
2+44 6v I LLJ 4-#5 CIRCULAR
lk '\ I f , 11 i EXIS Nl� PIPE O.D.
STA. 1
F
N. "- E
(,-;AU-no, , EXIST.
X- 54,,R-CP STORM ;
RBER OP
TIC 1�AB
DRA11W C SMOOTH TROWEL SURFACE
k Nr' #5 0 12" O.C. DOWELS
30" S _4
I CONCRETE BUIKHEAD,
Ni_
x I -IN CON". STORM PIPE l.D.
iJOIN EXISTING 66" MIN.
D
CONCRETE COLLAR 4-#5 CIRCULAR
Tc_=--818�84 P� Y FE-N'
; - IZ F-_ , - j
vVI R E- )iSEE DETAIL "B"
3: BUEN VE. R/W
i I .- "P,
I I 1 12"
7v
EXISTING $T
�l 2) ur` ETA I B
L
M DETAIL A t
T
VOYUS
DRAIN RI�EW Z
PIPE TRANSI RON COLLAR
PIPE TRANSITI COLI AR
'2_67E (TO BE REM D
NOT TO SCALE
N NOT' TO SCALE
EXIS
EXIS 1 66 SD
10- 60 0 '26"E
�Ziu
- ---------- -4-
17
v
N
"y
TO V
L
PRO, T EX[ �b WATER MAIN I
4
"4
x --I ll�ZiW',11
EXiSTI
A
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BUENA, A VE.
OF CONCRETE
El D G E PP 0 0 Af R V'
01
SPANDREA 9�O
A
L-1-f- H( NEI
E'C-R
ujLi Box
FV Sl&49 r I BUENA AVEE. R/W
: PP
E[F
-j
E
14 MOVE EXISTING TRELJL�P.IN
N 5024,6 741, _�4
EXISTING STORM DRALN Rl!�ER C* l
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Jr S)
E _5226_38,51��
_AU
NON-'rRE#F*l_FC-j 1\1E I
EXISTNG SOMH
-YP-E-j I
j_-, Lq ;-�l
0�j �,ARKER (CALTRANS-i POI r4 'N_ GUY REMOVE EXIST. CMP RISER
R
Xv
0 E"QUAL),
BOTH SIDES OF R/w
CA,P!l'._`E__ MARKFR)
0
z
LL_ PROTECT EXIST, CONCRETE COLLAR
MIN.
0
1BIER op'-lil- U
EXIST. CULVERT WALLS
CABLE MA R K C R
<
0 REMAIN (PROTECT)
4
O.C. DOWELS
#5 @ 12
SHAPE CONC. TO MATCH
.72 42
(DRILL MIN. 6" PENETRATION'
TOP OF EXIST. 66" CIPCP
INTO EXISTING CONC. COLLAR)
D E'l Al 1 4,1:
INLET REPAIR
Z),
N.T.
E-XISTING RAH ROAD
'0
0
TRACKS
E-C-FT
I INCH 2 0
W�
U
#5 BAR
4-6- LG. (TYP.)
u�i;
10+00 11 +00 12+00 13+00 72"
2 TOTAL
CL
6" TYP.
> EXISTING GROUND >
0 Cl/l_ OF PIPE --- ----- 2-#5 BARS 6'-6- LG. (TYP.)
+
+ N GO 4---TO_TAL____l
-EXISTING FIEER OPTIC -�-- < _j
z
CABLE (UNK qOWN DEPTH
lz
824
824 _vT_c�_ — i
z A qz,-
NATIVE BACKFILL (907. RELATIVE kOMPACTION)
TIE BARS TOGETHER (TYP.)
TING
FROFILE OF EXIS
EXISTING CENITERLINE PROFILE! r
C ONCRE71E BOX
CULVERT BOTTOM c; REMOVE EXISTING CONCRETE BULKHEAD
iz-4:
DPOSED-fiNtSM \3 w
GRADEO cAOF PIPE
f
---------- z x
0 w
v) 0 a-
TOP OF GRATE TOP OF GRATE
EXISTING STORM DRA14 INLET A
TYP 41�03 �4
2-#5 BARS 2'-3- LG. (TYP.)
2' ELEV.=815.31 �ELEli=815.I00 482 CMP
MODIFY PER DETAIL
8 TOTAL
2mr 2m
816 -7- MG 5 1 V I MM IJMA"Lr-f 7- 1 816
(PROTECT IN PLACE)
CONCRETE
CONC. COLLAR + i
N i ------COLLAR
C� Nc. COLLAR
777/7-77777777=
24" 36"
CRETE
2-#5 BARS V-6- LG. (TYP.)
0 R
-A-----4-
4 TOTAL 2-#5 BARS 6' LG. (TYP.)
S -0-65% ExST. 2' FG. EL.=818:E
EXIST. 54" RCP STORM DRAIN 66" STORM DRAIN
L
93:f L.F. LI I CAST-IN-PLACE CONCRETE PIPE
(PROTECT IN PLACE) L
54" RCP CLASS v (PROTECT IN PLACE) 12 1 48" 12" 1.5" R.
a 90
3"
X�'
g-
808
6"
8,08 "e-1
6" MIN.
1&5± L.F� OF 5e RC':> #4 BARS 0 12" O.C.
CLASS 111 S-0.65%
CAST-IN-PLACE TRANSITION 5' MAX.
CAST-IN-PLACE TRANSITION 45- " MAX 6"-'
SEE DETAIL Am 0
jSEE DETAIL "B" 0 1 1 1 42"
X
+
v- X k
x
w
z
JACK AND BORE LIMITS z
--J
800 800 54"-.-RCP_CLA,SS Ill
SCALE: Es
SECT. "A—A"
co
HORIZ.: 1 ==20'
FILE OF 'ENA AVE'. T 0"%R"M r D" R%A I IN'
1-1 N u b u t) SY4
CT) VERT. 1 4t D" ETA I L u
aj 29743
DRAIN INLET
3/3 1./W
13+00 EP.
10+00 11 +00 '12+00 N.T.S.
c\j N T E 41 OF c
10 CONSTRUCT, JACKING PIT FOR 54- DIA. R.C.P. PER O.S.H.A.
TREE PROTECTIOW.
STDS.
REVISIOWD
CONSTRUCT RECEIVING PIT FOR 54" DIA. R.C.P. PER O.S.H.A. A, NO TREES SHALL BE REMOVED-WITHOUT PERMISSION FROM THE CITY COMMUNITY
BUENA AVE. STORM DRAIN PLAN & PROFILE
STDS. REGRADE EXISTING DRAIN SWALE AFTER BACKFILLING. DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOT FILL, EXCAVATE OR NO. f3y C'ATE DESCRIII)TI ON
'ND V
IN ANY WAY DISTURB THE GROU ATHIN 5 FEET OF A TREE.
C-0 SEE TYPICAL TRENCH DETAIL ON SHEET 1.
FA06
-Z SAWCUT EXISTING CMP RISER FLUSH NTH GROUND AND B. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED BELOW. STA. 11 +13 to 12+44
c\j ASSOUC � ATES J/
REINSTALL EXIST'ING COVER. INSTALL 6" THICK CONC. COLLAR. 1. REMOVE EXIS71NG 10" PINE, 1-2" BtRCH, 3" EUC, 12" MULBERRY.
W TIVITY, P L A N N E R S TASCAU
:D CONSTRUCT STORM DRAIN INLET PER DETAIL "D". C� 'LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE PRUNED PRIOR E NGIN EERS
SALVAGE EXISTING COVER FROM EXISTING DRAIN INLET AT TY-- DF ,/A ERUI u
TO ANY CONSTRUCTION AC 7
U4
STA. 12+50, AND REINSTALL COVER ON NEW RISER.
;7 7
S U R V E Y OR S EXP 6-30-98
D� TREES TO REMAIN SHALL BE FENIPED FOR PROTECTION WITH 4-FOOT SNOW OR
X
CONSTRUCT REINFORCED CONCRETE INLET REPAIR PER ACCEPTED BY:
SAFETY FENCING AS SHO-ft ON 'THE PLAN. z1v 12/1,&107
Ln '4 Pocific Stree�
DETAIL "Co- 316 CIVIL
CA 9,3401
Son Luis Obispo, /i N FALKENSTIEN RCE 3 3-760 EXP 6-30-98
(805)) 544---/407
'07 717
k 77%- 7
INSTALL 6 ,CHAIN LINK FENCE NTH 12' GATE, PER DESIGNED By- D 'HECKE-i _771701B N. q:-N Sl�AL�_�
_Awl RAWN BY� C
k""ALTRANS STD. PLAN A85.
S-11-EVEN J. SS L' EST RCE-1- 29743, CITY ENGINEER 0 A Tl_��_ RJH KiC JRF 970635 1" 20 2 2'
a R R N.M. **%gas
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