HomeMy WebLinkAbout2000 - Traffic Way (2) IL I
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CONSTRUCTION NOTES U ti v M IN T A .�N.
A. NO CONSTRUC71ON SHALL BE STARTED WITHOUT PLANS AND/OR PERMITS APPROVED
BY THE CITY ENGINEERING DEPARTMENT. THE CITY ENGINEERING DEPARTMENT
SHALL BE NOTIFIED AT, LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. A
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ANY CONSTRUCTION DONE IMTHOUT APPROVED PLANS OR PRIOR NOTIFICATION TO
A T R \. I D A I N
THE CITYS ENGINEERING DEPARTMENT WILL BE REJECTED AND WILL BE AT THE
CONTRACTOR'S AND/OR ONqER'S RISK AND EXPENSE. TR k U WA
B. ALL CONSTRUCTION WORK SHALL CONFORM TO THE CITY OF ATASCADERO STANDARDS
AND SPECIFICATIONS AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE
CITY ENGINEERING DEPARTMENT.
AV 10 AF
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STANDARDS AND SPECIFICATIONS SECTION.4.03. ALL TESTS MUST BE DONE 4%, ELMO
JL \0 A 0 N I A
UP N 'O� AD
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WITHIN 15 DAYS PRIOR TO PLACING MATERIAL TESTING RESULTS SHALL '0 U*� I T"w "w A']'. A ld�oj
C. SOILS TESTS SHALL BE DONE IN ACCORDANCE NTH CITY OF ATASCADER0
CLEARLY INDICATE THE LOCATION AND SOURCE OF MATERIAL
D. COMPACTION TESTS SHALL BE DONE ON, SUBGRADE MATERIAL AND MATERIAL PLACED
AS SPECIFIED BY THE CITY ENGINEERING DEPARTMENT. SAID TESTS SHALL BE
COMPLETED BY A CER11FIED SOILS ENGINEER AND APPROVED BY THE CITY MIRAMON AVENUE
ENGINEERING DEPARTMENT PRIOR TO THE PLACING OF THE NEXT MATERIAL.
E. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPAC11ON OF 95% IN
THE ROADWAY PRISM BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT
BELOW. ALL MATERIAL IN FILL SEC11ONS BELOW THE ZONE MEN11ONED ABOVE z
AND IN THE SIDEWALK SEC11ONS SHALL BE COMPACTED TO 90% RELATIVE LIJ
COMPACTION. UNION ��w PACIFIC RAILROAD
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F. A REGISTERED CIVIL ENGINEER MUST CERTIFY 'MAT "ME IMPROVEMENTS, WHEN RIL
COMPLETED, ARE IN CONFORMANCE NTH THE APPROVED PLANS PRIOR TO THE
REQUEST OR FINAL INSPECTION. RECORD DRAWINGS ARE TO BE PREPARED AFTER
CONSTRUCTION IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE SHEET 4
IMPROVEMENTS AND PREPARING THE RECORD DRAWINGS SHAH BE PRESENT WHEN SHEET 5
THE FINAL INSPECTION IS MADE.
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G. AN INSPECTION AGREEMENT IS REQUIRED PRIORJO THE ISSUANCE OF AN Ld
ENCROACHMENT PERMIT AND START OF CONSTRUCTION. D
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H. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND TRAFFIC WAY
FACILITIES WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILJTY AND ------ N yj
OTHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEIR
LOCATION WHERE SHOWN IS APPROXIMATE. THE CONSTRUCTION CONTRACTOR
AGREES THAT-HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY.FOR .......
LOCATING OR HAVING LOCATED ALL UNDERGROUND UTILITIES AND OTHER 0 FT.
FACILITIES AND FOR PROTECTING THEM DURING, CONSTRUCTION.
1. ALL U11UTY COMPANIES MUST BE NOTIFIED PRIOR TO THE START,OF W
CONSTRUCTION. THE CONSTRUC11ON CONTRACTOR SHALL CONUCT UNDERGROUND
SERVICE ALERT (U.S.A.) AT 1-800-642-2444 TWO TO TEN DAYSPRIOR TO THE
START OF EXCAVATION AND SHALL VERIFY THE LOCATION OF ANY KNOWN
UTILITIES AND WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE
PRESENT DURING EXCAVATION. rrn _j
0
J. A, CITY ENCROACHMENT PERMIT 18 REQUIREd"FOR ANY WORK WITHIN THE PUBLIC
RIGHT-OF-WAY, FOR BOTH SEWER AND ROAD CONsTRucnON.AND THE INSPEC71ON
CARD SHALL BE POSTED ON THE JOB SITE PRIOR TO THE START OF SHEET 6
CONSTRUCTION.
K. THE CITY INSPECTOR, ACTING ON BEHALF OF THE CITY ENGINEERING PROJEC-NT MAP
DEPARTMENT, MAY REQUEST REVISIONS IN THE PLANS TO SOLVE UNFORESEEN
PROBLEMS THAT MAY ARISE IN THE FIELD. REVISIONS SHALL BE REVIEWED BY SCALE 1"=100'
THE DESIGN ENGINEER PRIOR TO IMPLEMENTATION. . THE INSPECTOR MAY ALERT
THE CONTRACTOR TO DEVIATIONS IN THE WORK FROM THE PLANS. THE
CONTRACTOR SHALL REMEDY THE WORK TO COMPLY NTH THE PLANS TO THE LEGEND.
SATISFACTION OF THE INSPECTOR.
L THE CONSTRUC11ON CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND TRACTBOUNDARY
ACCURATE RECORD OF ALL CHANGES MICH DEVIATE FROM THE CONSTRUCTIONAS
PROPOSED IN THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROM61NG z PROPERTY LINE
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THE ENGINEER WITH A BASIS FOR RECORD DRAWINGS. NO CHANGES SHALL .BE RIGHT-OF-WAY
MADE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEERING DEPARTMENT AND THE CURB
DESIGN ENGINEER.
BACK OF CURB
M. THE STRUCTURAL SECTION SHALL BE BASED UPON. SOILS TESTS TO DETERMINE THE GUTTER
R-VALUE OF EXISTING SOIL AND A TRAFFIC',INDEX` DESIGNATED BY THE CITY
ENGINEERING DEPARTMENT AND SHOWN ON EACH CROSS-SECTION. SIDEWALK
EASEMENT
N. ALL FRESH CUT AND FILL SLOPES SHALL BE PROVIDED WITH A METHOD OF
EROSION CONTROL APPROVED BY THE CITY COMMUNITY DEVELOPMENT AND EXISTING
ENGINEERING DEPARTMENTS. RETAINING WALL
101
0. ALL U11UTY RELOCATIONS AND/OR ALTERA`hONS SHALL BE THE SOLE SITE EXISTING CONTOURS
RESPONSIBILITY OF THE DEVELOPER AT Hit EXPENSE.
FINISHED GRADE CONTOURS
P. IN THE EVENT THAT l'HE CONTRACTOR NOTICES IRREGULARITIES IN THE LINE OR
GRADE HE SHALL BRING IT TO.THE IMMEDIATE ATTENn6N OF THE DESIGN EXIST. WATER LINE 8 W
ENGINEER AND THE CITY ENGINEERING DEPARTMENT. IF HE FAILS TO DO SO, RIO RrD
THE CONTRACTOR SHALL BE RESPONS19LE FOR ANY ERROR IN THE GRADE AND EXIST. SAN. SEWER 8 S
NECESSARY RECONSTRUCTION TO CORRECT SUCH ERROR. 41 STORM DRAIN
Q. EXISTING PAVEMENT SHALL BE SAW CUT IN ACCORDANCE WITH THE CITY/COUNTY EXIST. STORM DRAIN
STANDARDS AND SPECIFICATIONS TO REVEAL A COMPETENT STRUCTURAL SEC11ON SH EET INDEX. 0 0 GAS MAIN G G
AND NEW PAVING SHALL BE JOINED AT THIS POINT. THE STRUCTURAL SECTION
EXIST. GAS G G
SHALL BE INSPECTED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO THE
0
PLACEMENT OF BASE. 1 . TITLE SHEET 0
ts: c: EX. FIRE HYDRANT
R. ANY SURVEY MONUMENTS WITHIN THE AREA OF CONSTRUCTION SHALL BE TREE PROTECTION: 2. CHICO ROAD STORM DRAIN A WATER VALVE — -
PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND GAS LATERAL G
SURVEYOR IN ACCORDANCE NTH CITY STANDARD DRAWING #426 AND AS REQUIRED A. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY 3. TRAFFIC WAY STORM DRAIN STA. 1 +00 TO 6+00 EXISTING CHAIN LINK FENCE -0— 0—
BY STATE LAW, LAND SURVEYORS ACT AND SUBDIVISION MAP ACT. DEVELOPMENT DEPARTMENT. GRADING AC11MTY MUST NOT FILL, EXCAVATE OR TELEPHONE TEL
c IN ANY WAY DISTURB 'ME GROUND W1111IN 5 FEET OF A "MEE. FIBER OPTIC LINE FO
a 4. TRAFFIC WAY STORM DRAIN STA. 6+00 TO 11 +50
S. ALL GRADING OR OTHER CONSTRUC11ON WORK OUTSIDE OF THE RIGHT-OF-WAY OVERHEAD POWER LINE OHP
0
co SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OFF-SITE B. ALL EXISTING TREES SHALL REMAIN UNI ESS OTHERWISE NOTED ON PLANS. OVERHEAD LINE OHL
:E PROPERTY OWNER. C. LOW BRANCHES IN DANGER OF BEING TORN MOM TREES SHALL BE PRUNED PRIOR 50 TRAFFIC WAY STORM DRAIN STA. 11 +50 TO 17+50 R A POWER POLE PP
0- T. NO TREES SHALL BE REMOVED WITHOUT PERMISSION FROM THE CITY COMMUNITY TO ANY CONSTRUCTION ACTIVITY. 6. BUENA AVENUE STORM DRAIN <'0 PAC BELL PEDESTAL
In Flo
'44- DEVELOPMENT DEPARTMENT. GRADING ACTIVITY MUST NOTFILI, EXCAVATE OR EXISTING PG&E BOX
IN ANY WAY DISTURB THE GROUND WITHIN 5 FEET OF A TREE. D. TREES TO REMAIN SHALL BE FENCED FOR PROTECTION NTH 4-FOOT SNOW OR 7. DETAILS GABRIEL > EXISTING SSMH
4
SAFETY FENCING AS SHOWN ON THE PLAN. Z >
6� 41 SDMH
0 U. THE CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED EXISTING SDMH
CONSTRUCTION PRACTICES THE CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE @
0 AND COMPLETE RESPONSIBILITY FOR THE COND17ION OF THE JOB SITE DURING 511 MONUMENT
0 THE COURSEOF CONSTRUCTION FOR THIS PROJECT, INCLUDING THE SAFETY OF
I REMOVE EXISTING TREE
ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL BE MADE TO BENCHMARK: x
APPLY CON71NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. TFIE ATASCADERO 10, TOP OF CURB T.C.
CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE TRAFFIC WAY FINISHED GRADE FG
CITY OF ATASCADERO AND THE DESIGN PROFESSIONAL FROM ANY AND ALL
BRASS DISK USC&GS E 1095 1968 ALSO RM3 PER "FIRM" ON
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK E.P CENTERLINE CL
ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM NEGLIGENCE OF THE TOP RET WALL SE RR BRIDGE. ELEVATION = 835.16.
-a BEGIN VERTICAL CURVE BVC
DESIGN PROFESSIONAL
r CHICO ROAD
0 END VERTICAL CURVE EVC
0 TRAFFIC
V. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES. A BRASS CAP FOUND IN CITY MONUMENT WELL AT THE INTERSECTION E 'P VICINITY MAP FLOW LINE FL
x
CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT CALTRANS MANUAL FOR
0 TRAFFIC CONTROL AND WORK AREA TRAFFIC CONTROL HANDBOOK. NO STREET OR OF FERROCARIL ROAD & CHICO ROAD. ELEVATION 821.71' NOT TO SCALE INVERT INV.
0 V V&
0 LANE CLOSURE SHALL BE PERMITTED UNLESS PREVIOUSLY ARRANGED FOR AND (NGVD 29 TRANSFORMED) TOP OF GRATE TG
GRANTED BY THE CITY ENGINEERING DEPARTMENT.
0)
EDGE OF PAVEMENT EP
W. CONSTRUCTION GRADE STAKES SHALL BE SET BY A REGISTERED CIVIL ENGINEER
SPECIAL NOTE: UTILITY COMPANY APPROVAL
z OR A LICENSED LAND SURVEYOR REGISTERED IN THE STATE OF CALIFORNIA.
0
CONTRACTOR TO VERIFY PROJECT BENCHMARK PRIOR TO CONSTRUCTION
X ANY DISTURBED MAIL BOXES SHALL BE REPLACED IN A MANNER APPROVED BY THE STAKING AND/OR COMMENCEMENT OF CONSTRUCTION.
POSTMASTER AND THE CITY COMMUNITY DEVELOPMENT DEPARTMENT.
PACIFIC BELL DATE R E V I S 1 0 N S
Y. ANY EXISTING PAVEMENT STRIPING AND/OR MARKING OBSCURED DURING CONSTRUCTION TRAFFIC WAY STORM DRAIN IMPROVEMENT PLAN
z NO. BY DATE DESCRIPTION
0 OF THE IMPROVEMENTS SHALL B9 REPLACED BY THE CONTRACTOR. BASIS OF BEARINGS:
0 dr=
1__� TRAFFIC WAY c on
Z. THE PLAN CHECK OF THESE PLANS BY THE CITY OF ATASCADERO IS FOR THE SOUTHERN CALIFORNIA GAS CO. DATE TITE SHEET
> ASSOCqATES
LIMITED PURPOSE OF REVIEW FOR CONFORMANCE WITH CITY PROCEDURES AND OTHER IS N26*20'00"W BEING THE CENTERLINE OF TRAFFIC WAY PER
APPLICABLE CITY POLICIES AND ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION
N 4/MB/11 AND 4/MB/14.
V_ OF THE TECHNICAL ADEQUACEY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN TH E N G I N E E R S
0 CHECK DOES NOT, THEREFOR, RELIEVE THE DESIGN ENGINEER OF RESPONSIBILITY FOR E PACIFIC GAS AND ELECTRIC CO. CITY OF ATASU"ADER0, CA
CHICO ROAD DATE P L A N N E R S
0) DESIGN OF THESE IMPROVEMENTS, IN ACCORDANCE WITH ALL APPLICABLE STANDARDS.
0)1 BASIS OF BEARINGS: N36*44'53"E. BEARINGS ESTABLISHED FROM SURVEYORS
I—,
0) ACCEPTED BY:
0") LINE BETWEEN FOUND MONUMENT AT CENTERLINE INTERSECTION 364 Pocific Street S CC 09;Z&SG 14 221 G&
�0) FALCON CABLE TELEVISION DATE 'Z^------
OF FERROCARIL ROAD & CHICO ROAD AND FOUND MONUMENT AT Son Luis Obispo, CA 93401 jE)IIN R. FAbl(FN8+IF=N R.G.E. 66460 EXR 6 DATE
(805) 544-7407
0 CENTERLINE INTERSECTION OF TRAFFIC WAY & CHICO ROAD.
DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET:
ATASCADERO MUTUAL WATER COMPANY DATE STEVE KAHN, RCE 42350, CITY ENGINEER EXP 3/31/04 Jis Jis DP 991012 N/A 1 OF 7
............. ........ .............. ...... ...... ................................
CONSTRUCTION NOTES
JACKING & BORING IN UNION PACIFIC RAILROAD RIGHT-OF-WAY.
1. STORM DRAIN PIPE SHALL BE ENCASED IN A LARGER PIPE OR CONDUIT AND BE INSTALLED
TYPE CMP PIPE 18" HDPE BY DRY JACKING AND BORING.
INLET WITH SIDE CLASS 11 AGG. BASE 2. CASING PIPE AND JOINTS SHALL BE CAPABLE OF WITHSTANDING RAILROAD LOADING (COOPER
OPENING PER 95% COMPACTION E-80). STEEL CASING PIPE SHALL HAVE A MINIMUM YIELD STRENGTH OF 35,000 P.S.I.
STATE STD. CARRIER (STORM DRAIN) PIPE SHALL BE HIGH DENSITY POLYETHELENE (H.D.P.E.). THE ENDS
DWG NO. D75 OF CASING PIPE ARE TO BE ADEQUATELY SEALED TO PREVENT ENTRANCE OF FOREIGN MATERIAL
-E%InNG-FIBER OP C CABLES RE 2 3. JACKING AND BORING EXCAVATIONS SHALL CONFORM TO THE CAL/OSHA TRENCH AND
SIDE 0:1ENING
............... "'SHOWN IWNTHEIR A PROXIMATE LOCATfON. r EXCAVATION SAFETY GUIDE, LATEST EDITION.
CONTRACTO TO P THOLE AND gZIFY 4. FIBER OPTIC CABLE LINES EXIST IN THE UNION PACIFIC RAILROAD RIGHT-OF-WAY.
LOCATIO IWIOR CONSTRU�,'n PLAN THE CONTRACTOR SHALL CALL (1-800-521-0579) 48 HRS. PRIOR TO BEGINNING CONSTRUCTION.
SPECIFIC PROCEDURES FOR CONSTRUCTION NEAR FIBER OPTIC CABLES SHALL BE COORDINATED
NTH SPRINT, QUEST AND MCI FIELD ENGINEERS.
$ ON 2+(W.86'_�
TA*n
STgRM RAIN INLET #1
RI LEV 820.00
SIA11ON 1 .90-.00 J%_ 21 3 t 2'
iT I IN 814.14
'H,0LE �ND POINT OF CONNECTION n� I
,ONTRACTOR TO �O' NV OUT 812.36 h
VERIFY DEPTH AN CATION 1 --- INTO qXISTING 1800
UC 0 S%RM D
PRIOR TO 1%S IN71N STUB.
1 +00 465 0 "00 2 V V
-EXISTING H.D.P. 18 h.D.P.E 5% 0
JOIN EXIST.
—JOIN EXIST. 1---i r
N36*43" 5FE 101.85'
ISi36#35F3 -------- #a—*`�CLASS 11 AGG. BASE
z
CA I ,, 36" 0 CMP
0 IZEXI NG S DRAIN 18" HDPE DRAINAGE INLET
R�Albl IN PLACE
Q�- z / %�
8 CONCRETE BASE
cno
MIA!:� tt VKUI Ql—
FENqE (T\YP Q SEQTION 0 2W 4W
< ol
'%T
c) 1 INCH 20 FEET
0%
CA TYPICAL STORM DRAIN INLET
7 N.T.S.
rq :U �XISTING 16" Eka
co P ESSURE WATER MAIN. RIC,
0
x A STALL OTECTION
cl:�_ _// STAM N 2+87.82 FE
ry TREE P
D�AIN MANHOLE ____820 STATION 7+ -ROCK
STORIO 08.20 4TA111/5 CY/O LB
DRAT TO GRADE IP-' A
INV. IN = Ql 0.56 INV. 0 T 790.98 'flION'G XTtLE FABRIC
5+PO
------ 4+00 7+00
Lj_ INV. OUT ='1,10.41
t
3+00 6tOO
.........
18" H-.D.P.E.
10-00,
CHICO ROAD N36*44'20"E-A:Z0.38* vl�l
12.01, .50
-7� 0
S36044!-2WW-
Z� 10.09//
W
IZW V- —W— 6`— ---16 —16
W -=---'7-_l 6�= = -7 --� --- - \-7-
T7-
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PRESSURE WATER MAIN.
A \_M�NG�16-
PLAIN
SCALE: 1 20'
850
—---------
__T
850
OPTICS 'E SHO -------
------------- --------------
XISTING11 FIBER 11INES AA -------- -------- --------
-------------
_THEI RO 4MAM'.'-__Lc
RLAPP cAmoks,._
AN c*4
ONTRA�TOR TC POT HOLE DI VERIFY
ION. 0 0)
CATIONS PRIOR TO CONISTRUC11,
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M
OUND_
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I PROPOSED1 STORM I DRAIN
EXIS NG WATER LINE,
825
----------------
825
----------
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T
0.
101.8� FT OF!18- H.D.P.E. SQ AT 0.53X SLOk
7) ------ ------
_4 to 0
9 or
18 H�D.P.E. SD AT 2�1OX SLOPE
ow-
+
0 ........
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----------------
fm
T---------
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TIE INTO' EXISTING i 0
0.38 F
LO OF 18"! H.D.P.E, SD ATI 3.43X
ALL 2,
STORM PRAIN
JNS7� _187 +L"
-—----------
4J
I.AIRED END FITTIN(
0 -------
P.,
EXISTING lw H. S� AT 0.5�X SLOPE I
�E
0
800
-4-
800
----------
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AV
GRADE 0 2:1 �M^f%
50-AB-ROCK-
------ ------ NST-ALL--5-C*___
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............
c%4 RIP-RAP ON GEOTf_XTILE RABRIC
0
0
0
3+00 4+00 5+00 6+00 7+00
1+00 2+00
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REVISIONS
ce- TRAFFIC WAY STORM DRAIN IMPROVEMENT PLAN
PROFILE �,,()VESS/o NO. BY DATE DESCRIPTION
% /V,
z Is
amon
SCALE.- 1 = 20' Hor.
/-Z �x 02
= 10' Vert. ASSOC � ATES CHICO ROAD STORM DRAIN
37
E N G I N E E R S No. 3 r 2 ^F 4TA
.6/3 SCADERO, CA
P L A N N E R S Exp Rzy
cy) SURVEYORS -------
9L24 1
0)
CD 364 Pacific Street
OF
JOH R. FALKENSTIEN
San Luis Obispo, CA 93401 RC 3760 EXP 6-30-02 DATE
(805) 544-7407
DESItNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET:
0
Jis Jis JF 991012 1 20" 2 OF 7
CE91ODS1002A
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EXISTING�131� OP C rCABLE LINE� ARE SHO
R
IN THEIR APJ RPXIM LOCATIONS CONTRA TOR
SHALL �61F/Y/DEP ND LOCA11� AND FY
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CO NSTRUC11ON
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0
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817.50 TG
INV IN= 814.1'0
w
IN�OUf 814.00
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IN
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N 36*35 3 E
8,13.62
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< STA. 5+00.00 EXIST. 18* S.D. _10
STORM DRAIN INLET #1
816.57 INV
STEEL
REMO D
LACE 5 CY
SING PI 30 BE
(SEE DETAIL) P 25 LB ROCK RIP-RAP
ON GEOTEX11LE FABRIC
824.70 TG w
815.28 INV 18w PIPE
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CLASS 11 AGG BASE
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CONSTRUCTION NOTES
JACKING & BORING' IN UNION PACIFIC RAILROAD RIGHT-OF-WAY.
N364420-E
1. STORM DRAIN PIPE SHALL BE ENCASED IN A LARGER PIPE OR CONDUIT AND BE INSTAI I ED
BY DRY JACKING AND BORING.
2. CASING PIPE AND JOINTS SHALL BE CAPABLE OF WITHSTANDING RAILROAD LOADING (COOPER
E-80). STEEL CASING PIPE SHALL HAVE A MINIMUM YIELD STRENGTH OF 35,000 P.S.I.
HICO ROAD
CARRIER (STORM DRAIN) PIPE SHALL BE HIGH DENSITY POLYETHELENE (H.D.P.E.). THE ENDS
_MSCADEft" -7
OF CASING PIPE ARE TO BE ADEQUATELY SEALED TO PREVENT ENTRANCE OF FOREIGN MATERIAL
IW-
7 2W_ 4W w 3. JACKING AND BORING EXCAVATIONS SHALL CONFORM TO THE CAL/OSHA TRENCH AND
EXCAVATION SAFETY GUIDE, LATEST EDITION. -OF-WAY.
4. FIBER OP'nC CABLE LINES EXIST IN THE UNION PACIFIC RAILROAD RIGHT
1 INCH 20 FEET THE CONTRACTOR SHALL CALL (1-800-521-0579) 48 HRS. PRIOR TO BEGINNING CONSTRUCTION.
SPECIFIC PROCEDURES FOR CONSTRUCTION NEAR FIBER OP11C CABLES SHALL BE COORDINATED
NTH SPRINT, QUEST AND MCI FIELD ENGINEERS.
rH"-%% L A N& A
SCALE: 1 20'
840 840
------ TYPE CMP PIPE 18" HDPE
INLET WITH SIDE CLASS 11 AGG. BASE
+ + + + OPENING PER 95% COMPACTION
0 (n 0) Cn STATE STD.
R 00) 0
Ui DWG NO. D75
0- to cc r*__ 0- 00 0- v-
0 + _5 + 0 + 0 + SIDE 0:)ENING
STORM DRAIN INLET #1 < w to
STA. 5+00.00 w
'."! m
830 8 A-7n rL. 0- m a: In PLAbI
815.28 IN HDPE 830
LO EXISTING FIBER PnC CABLE LINES ARE SHOWN
IN THEIR APPR IMATE LOCATIONS. CONTRACTOR 2) 3*
SHALL VERIFY PTH PRIOR TO CONSTRUCTION.
0 M
0 STORM DRAIN INLET #2
0 STA. 7+36.00 2% TO JOIN EXIST. 2% TO JOIN EXIST.
TING 10" WATER LINE
0 /INV IN 814.10
INV OUT 814.00 '*�CLASS 11 AGG. BASE
36" 0 CMP
0 a: 18" HDPE DRAINAGE INLET
E CONCRETE BASE
0-
--------------------
60 L.F. - 2e STEEL CASING
820 PIPE (7/1 820
6i
0 7 ABANDON IN PLACE
2
0 EXISTING STORM DRAIN
. ....... MIN
...........
0
EXIST. 813.62 INV. TYPICAL STORM DRAIN INLET
%AJ ------ 236± L.F. 18" HDPE STORM DRAIN (S- 0.5X) N.T.S.
76± LF. 18" HDPE S M
��4 4 L ------
GRADE TO DRAIN (S= ssm
0.5% APPROX.) 2.
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p
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0
0
0
(10 +
0 z to No.C 052686
0 Exp.
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CD 810 1810
1-' 1.
co 5+00 6+00 7+00 8+00
OF
PROFILE
REVISIONS
SCALE: 1 20' Hor. TRAFFIC WAY STORM DRAIN IMPROVEMENT PLAN
0 NO. BY DATE DESCRIPTION
:2 1 4' Vert., a ff mon
CHICO ROAD STORM DRAIN
ASSOCPATES
0
04 E N G I N E E R S
QD CITY OF ATASCADERO, CA
0 P L A N N E R S
0)
CY)
SURVEYORS t 129-CK>
0) -4 ":x
0') V_
0) 364 Pacific Street
Son Luis Obispo, CA 93401 I'l R A I l(EHS+IEN ReE �36;�68 EXP 6 38 82 DATE
(805) 544-7407
0
S_ DESIGNED BY: DRAWN BY., CHECKED BY: JOB NUMBER SCALE: SHEET:
CL
SH BDW JF 990620 1 20' 2 OF 7
9620OSDO.DWG
C CABLE L'
M LOCA"'
ND LOCJ
P 14
DIS ANCI
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; 0 N INLET PER ATASCADERO (D CONTRACTOR TO POTHOLE AND VERIFY OFFSET OF EX. 9 INSTALL NEW 36* HDPE STORM DRAIN.
I STANDARD 502. STORM DRAIN FROM CENTERLINE OF R/W. CONTRACTOR
TO MATCH NEW STORM DRAIN OFFSET TO EX. STORM e AD TO BE REMOVED.
I �D ARD ON SHEET 7. DRAIN OFFSET.
/--,\ INSTALL NEW 24" HDPE STORM DRAIN. CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF EXISTING 9 EXISTING WOOD RETAINING WALL TO REMAIN IN PLACE.
� " 1 \2j 9 INVERT PRIOR TO CONSTRUCTION. IF INVERT IS DIFFERENT �� REMOVE AND REPLACE EXIS11NG AC.
�11 THAN THAT SHOWN ON PLANS THEN CONTRACTOR IS TO
, I I k-\, I ) (D EXISTING STORM DRAIN INLET TO REMAIN IN PLACE. PRIOR TO STAR71NG WORK.
,_�;,,� . 9 SLURRY BACKFIH WHERE DEPTH TO TOP OF PIPE IS LESS
0
�, I ( I �") RAIN PER CALTRANS STANDARD PLAN THAN 1 .
,
I, -1 � (P .14\ (D D87C. E REMOVED.
, % tn � a 21 APPROXIMATE SAWCUT LINE. CITY INSPECTOR TO DIRECT
,�l 10 I 9
rn_ �4 (D EXISTING U11UTY TO BE RELOCATED AROUND NEW UTILITY. 9 REMOVE/REPLACE ACTIVITIES.
I --!%�--<_ , \. STANDARD DETAIL 418, TYPE "A" SHEET 7.
1 1 1 % "<__ 0 ____4 ) �g
/ 1 ,3;ll � I
I � 0 2V 40! 1 / / 0 \� -- , ---___ ---"'---\ (D EXISTING STORM DRAIN INLET TO BE REMOVED. ORIGINAL COLONY MONUMENT TO BE REMOVED INTACT AND DETAIL 418
11 I" a wwwommmi, .1 _-,�----,�11�` , - / / 0 - __� _____ ) ---, ----,, N PIPE TO BE REMOVED. �5 LI SHEET 7.
--- I ,_
I 1 INCH =20 FEET /1--�%/' / \ ---\ -\��"_ � 11'1� _�__ _��,/ -�__ 191SI-1 -, 0 THE CITY OF ATASCADERO CORPORATION YARD ON INSTALL NEW A.C. PAVEMENT TO MATCH EXISTING.
( / _;lp � 0 , - _� - `11�. 9
1� 4 1 1 TRAFFIC WAY.
� I\ � � .111" '�� / " '_""�. �� I t,", �� LOWER EXISTING WATERLINE PER WATERLINE LOWERING
"f / t I 11 % S � 1�-,,� � __� , a EXISTING UTILITIES TO REMAIN. DETAIL SHEET 7.
1 ( � C: I--, '1�
�l ___ I_� \\ I rn "-Op, � _11 "4%� �g ATCH BASIN PER DETAIL ON
/� Y - a TAPER NEW EP AT 1 0:1 TO MATCH EXISTING EP.
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f 12" MIN.
io
CONC. STORM DRAIN-��, m J
CONCRETE COLLAR 4-#5 CIRCULAR
EXISTING
TC=818.84 Cv FENCE d
WIRE SEE DETAIL "Bm
BUEN VE. R/W
lw
s
"Now L
EXISTING TORM� DETAIL '*A*' DETAIL "B",
DRAIN RI ER!""-, TION COLLAR
PIPE TRANS111ON COLLAR PIPE TRANSI
-N;
(TO BE EMOVED)
3
IN _A NOT TO SCALE NOT TO SCALE
S
P EVINL_-<4 SDO
7
-------------
10-1 00 --TEL
11+00 +
-4-
- --------------
vv
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w
G G _T
G G TEL A",
_� 7- — , F— �WT EXls-mb WATER M N
Q, ZF -4 7-7:-:1 Z PRO
T
'� J �7
3" LINE
IN,
$0 EXISTiNG 18" CMIP
SET N&T IN AC AT 0 L BARRICADE
BUENA AVE.
EDGE OF CONCRETE PP
0
AC DRIVE
4_�—
0HP- —
SPANDREL AT 9.0 J- — -0
HP- — — -OHP- TELEPHONE
HP-— P__ , , 'I ,, -, �,-- — , — -
FROM ECR I'll - 1 .0
VMAM I ` t�— — --OHFL
Mow "map
PULL BOX "Now
BUENA AVE. RTW PP
ELEV 818.49 B,
EXIsTING TREE (T*P.
N 5024.6741 ,EMOVE
TIONS)
EXISTING STORLA DRAIN RISER
E 5226.3855 LOCA
4 IN TALL NON-41REFLECTIVE
EXISTING SDMH
KER (CALTRANS-rT-E-j JPOL AND GUY REMOVE EXIST. CMP RISER
E�
�OR
EQUAL).
0 0 FIBER OPTIC
0
0 1 CABLE MARKER I B0tH SIDES-DE-B./M.
0
z
PROTECT EXIST. CONCRETE COLLAR
IN.
LL.
0 ?
FIBER OPTIC ........
EXIST. CULVERT WALLS
CABLE MARKER W 0 .. 0,
----------
TO REMAIN (PROTECT) 4*
SHAPE CONC. TO MATCH #5 0 12- O.C. DOWELS
T 42" (DRILL MIN. 6- PENETRATION
EXISTING HOUSE T TOP OF EXIST. 66* CIPCP INTO EXISTING CONC. COLLAR)
tic$$
? DETAIL
INLET REPAIR
N.T.S.
EXISTING RAILROAD 0 20 10
TRACKS 3:
T
3:
1 INCH 20 FEET
10+00 11+00 12+00 13+00 72" #5 BAR V-6- LG. (TYP.)
2 TOTAL
0- CL
00
0 w 6 TYP.
> EXISTING GROUND C3
0 cAOF PIPE 04 2-#5 BARS 6'-6- LG. (TYP.)
04 (n + Cn w
(n EXISTING FI
+ :5
V_ E ER OPTIC VC2 z 4 TOTAL
_j
CABLE (UNKqOWN DEPTH)�, z
824 824
in z w A
w w a
m m NATIVE BACKFILL (90% RELATIVE r."OMPACTION)
FROFILE OF EXISTING w TIE BARS TOGETHER (TYP-)
0 10-,to
EXIS11NG CENTERLINE PROFILE 0
C ONCRETE BOX
CULVERTBOTTOM 9 1—_j REMOVE EXISTING CONCRETE BULKHEAD
4-
r 114 1 C.4 Li
V_ f5 w - -------
GRADEO cAOF PIPE Cn
w
(n 0 CL -------
TOP OF GRATE \TOP OF GRATE
27 C28 EXISTING STORM DRAIP INLET A
ELEV.=815.31 �ELEV.=815.00 \\2-05_BARS 2'-3- LG. (TYP.)
2 48" CMP
8 TOTAL
816 ------------EXiSfflt4G-tSTORM-ORAt"MtET--q 816 0
(PROTECT IN PLACE) c;
�7-4 7—`-7'77-77
.-A r
CONC. COLLAR + CONCRETE
C DNC. COLLAR N COLLAR
r
01 24" 36
2-0 BARS 6'-6- LG. (TYP.) ONCRE
4 TOTAL COLLAR FG. EL=818:E 2-#5 BARS 6' LG. (TYP.)
S -0-65% EXIST. 66" STORM DRAIN 2s - 4 TOTAL
EXIST. 54" RCP STORM DRAIN Z: L. _J CAST-IN-PLACE CONCRETE PIPE
93* L.F. L_J
(PROTECT IN PLACE) L 54" RCP CLASS V (PROTECT IN PLACE) 12 st 48" 12" 1.5" R.
q0,
l/v 3-
0
808
808 6'" MIN.
0- 18.5± LF. OF 54-m RC #4 BARS 0 12- O.C.
00 CLASS III S=-0.65%
CAST-IN-PLACE TRANSITION 5' MAX.
CAST-IN-PLACE TRANSITION 5.5' MAX
,s, REMOVE, EXISTING STEEL GRATE
LO SEE DETAIL "An 0- SEE DETAIL "B" CL 42"
n_
0
N 0
0 +
0 T-
v- W
x
z w
Cn
0 z L
1.) JACK AND BORE LIMITS -
_ 10
800 800 IL\ INN 54" RCP CLASS III
7-Z Z!7
E,P
T!
(0 SCALE*-
0 1 A SECT. $*A—A"
0 -0 1 tt=20'
V_ HORIZ. PPROFILE OF BUEN A AVE, STORM DRAIN
0
(0 VERT. 1 4' E x P.
0 DETAIL $'Do$
0
DRAIN INL T
w 10+00 11+00 12+00 13+00 COW.* N.T.S.
z N OTES.*
0
CONSTRUCT JACKING PIT FOR 54" DIA. R.C.P. PER O.S.H.A.
STDS.
REVISIONS
Cn (26> CONSTRUCT RECEIVING PIT FOR 54" DIA. R.C.P. PER O.S.H.A. TRAFFIC WAY STORM DRAIN IMPROVEMENT PLAN
z SMS. REGRADE EXIS11NG DRAIN SWALE AFTER BACKFILLING. CONSTRUCTION—, IN' OTES NO. BY DATE DESCRIPTION
0
SEE TYPICAL TRENCH DETAIL ON SHEET 1.
F. JACKING & BORING IN UNION PACIFIC RAILROAD RIGHT-OF-WAY.
SAWCUT EXIS11NG CMP RISER FLUSH NTH GROUND AND 1. RCP CLASS V STORM DRAIN PIPE SHALL BE INSTALLED BY JACKING AND BORING. ASSOCPATES BUENA AVENUE STORM DRAIN
REINSTALL EXIS71NG COVER. INSTALL 6" THICK CONC. COLLAR. 2. (STORM DRAIN) PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III AND CLASS V.
3. JACKING AND BORING EXCAVA71ONS SHALL CONFORM TO THE CAL/OSHA TRENCH AND
CONSTRUCT STORM DRAIN INLET PER DETAIL "D". E N GI N E E R S
0 EXCAVATION SAFETY GUIDE, LATEST EDITION. CITY OF ATASCADERO, CA
SALVAGE EXISTING COVER FROM EXISTING DRAIN INLET AT
4. FIBER OPTIC CABLE LINES EXIST IN THE UNION PACIFIC RAILROAD P L A N N E R S
STA. 12+50, AND REINSTALL COVER ON NEW RISER. RIGHT-OF-WAY. THE CONTRACTOR SHALL CALL (1-800-521-0579) 48 HRS. PRIOR TO SURVEYORS
0) BEGINNING CONSTRUCTION. SPECIFIC PROCEDURES FOR CONSTRUCTION NEAR FIBER ACCEPAD BY: A 1.-%--1
CONSTRUCT REINFORCED CONCRETE INLET REPAIR PER z5hqw 6. 46 06 Z&9;& 1 Ar-L 9 1/ *J I
0') OPTIC CABLES SHALL BE COORDINATED NTH SPRINT, QUEST AND MCI FIELD ENGINEERS. 364 Pacific Street
0) DETAIL "C".
Son Luis Obispo, CA 93401 JE)l IN FALKENSTIEN ReE z33;F68 EXP 6-58-95 DATE
(805) 544-7407
0 INSTALL 6' CHAIN LINK, FENCE WITH 12' GATE, PER _ZZ_1— 0 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET:
0- CALTRANS STD. PLAN A85.
1 � ST�VE `KAHN, RCE 42350, CITY ENGINEER EXP 3/31/04 RJH Jis JRF 991012 1 20' 6 OF 7
-----------
REVISIONS APPROVALS REVISIONS APPROVALS
DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92
12 1/2-1 NOTE: REINFORCING STEEL SHALL BE AA BARS AT 18" O.C.
1-1/2" BATTER PLACED 1-1/2- CLEAR TO INSIDE OF BT)k UNLESS OTHERWISE
NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH NOTE: 1. PRECAST PIPE AND ADJUSTING RINGS SHALL BE CONSTRUCTED IN ACCORDANCE 2
AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS
6 EXPANSION JOINT WITH STATE STANDARDS FOR CLASS 2 REINFORCED CONCRETE. NEW TRENCH PAVING
OUTLET PIPE.. USE CLASS *A" P.C.C. FACE ANGLE TO EXTEND
,1/2"( FILLER SAME SLOPE SAWCUT
r, SAWCUT
FUH WIDTH OF BOX.. 12" 12"
2. AH JOINTS BETWEEN PRECAST SECTIONS SHALL BE MORTARED.
1/2 'AD. 3/4" RAD. 6" CURB AS GUTTER
j_HEIGHT/-' (E) AC (E) AC
PAVEMENT Af% PAVEMENT
EXEWilOL4 JQINI 3. INTERIOR OF THE MANHOLE SHALL HAVE A SMOOTH TROWELED SURFACE.
T
v,
2-1 t
6 3 4. MANHOLE COVER SHALL HAVE THE WORDS "STORM SEWER" MOLDED INTO THE COVER.
7"
PAVEMENT
3 5 3 :3* MIN
16
AA ...........
............. .............
Z WIDTH TO l.%1.1-%*11-��-�-I-�.....v-%*.l_%"',
H . ......... .........
w 2 ,Ill . . .
. ..... ....... .. .. .. ..
THIS POINT
10 /N OOR SX 6 MANHOLE FRAME AND COVER PINKERTON A 640 .... ..........._......
IMP SUBSEQUENT ........Ill-
6 ...........
2" 11-3/8" ...... . .....
BACKFILL
ECCENTRIC CONCRETE COLLAR - CLASS "A" P.C.( .. ........................
(SLURRY) ....................
6 SACK - 3000 P.S.I. (OR PRECAST)
............ .......
............
................
T E MIR I - I .....
§TRUCTURE 3 24"
NO. 4 REBAR ALL SIDES .......
BACKFILL
L 8TR TURE
_T .......... ......
UC le,00"
L FILL
AdK 3
8 ...... ............. SPRING
............ ........
t LINE OF
............
...... .............
..........
PIPE
......... ..........
_T
7?
TYPE C A.Q. 121KE
t 2-8" URB SCORING LINE FOR
ON.
wW ........
.0001% PIPE
PAVEMENT WIDTH MEASURED TO THIS POINT PLAN
wz r2E!QTIQN,A—A
6 _010,11-1/2- 180 ......... ........
KFIl ......
1 2 R D.
0- SHALL BE PLACED 1/4 48 ......
............
< EXPMSION JOINTS z RRY)
H t (SLU ......
AT 25! INlERV" OR LESS 6
3L \1.3/4- RAD. RADIUS VEL
6 1 le AT ENDS OF ALL 1 le 1/4" RADIUS LE
0 CURB RETURN% AND :8'-l" TO 20'-0", 8" Z
3
V_ 6* MIN., 12" MAX. OR
Ne"
WAY DEPRESSIONS. /-2-1/2* x 2-1/2" x 1/4"
EACH SIDE OF DRIVE
I I — 0 END OF PIPE TO BE INSTALLED SUBGRADE PIPE O.D. MANUFACTURER'S RECOMMENDA11ON
04 HEIQLij !AQLE ANGLE TO FLUSH WITH INSIDE OF MANHOLE.
3w 1 2" RAD. 1-3/4' THE INTERVALS 2 (TYP. EACH SIDE)
6 1/4 MATCH ? 0/00
i , .., DETAIL A 0
BETWEEN EXPANSION TYP. CUR 1/2- 0 0 18- O.C.
1/2" 0 x 180 ---------—14" JOINTS SHALL VARY /4 5-1/2 IV
TO ALLOW MATOiING
SMALL PIPE INLET
GREASED SMOOTH NOTES.
DOWEL OR #4 OF JOINTS ADJACENT 4%
DOSTING IMPROVE—
REBAR W/SLEEVE FACE ANQL ANCHOR SLURRY CEMENT BACKFILL SHALL BE A PLANT-MIXED SLURRY. (SLURRY
MENTS.
STRUCTURE BACKFlLL
AT ALL EXPANSION NOTE: FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF TO CONTAIN 94 LB CEMENT PER CUBIC YARD.)
A.C. BERM IN 0
THE STREETS OF ATASCADERO ARE GENERALLY PAVED WITH EITHER AC, PCC,
JOINTS AND BE DIPPED OR T_
CONSTRUCTION JOINTS. PER STATE STD. PLAN D77-B RURALAREAS
T_yPE A PAIN11ED IN DETAIL "B" ONLY OR A COMBINATION OF THE TWO. UNLESS CLEARLY INDICATED ON THE PLANS,
COMMERCIAL QUALITY IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF THE
ASPHAL11JM PAINT. 3 1/2"x 1/2" 3 MIN. DROP SLOP I E .2" 1 CONC. CURB NO. 4 REB FLOW LINE - MATCH FLOOR TO PAVING MATERIAL. (CASE 1 - AC ONLY, CASE 2 - AC OVER PCC.)
DETAIL -�-] I., .�. 11 - . AR-�� 4
NOIE 12" O.C. EACH WAY FLOW LINE OF LARGE INLET PIPE NEW AC SHALL BE 2v THICKER THAN EXISTING AC AND NO LESS THAN
_j, . t _; . I.." ., t ", * - � _' -,
. . . . . . . . . 5" THICK.
POURED-IN-PLACE CLASS "A" CONCRETE BASE.
1) TYPE -A- AND -C" CURB TO BE CLASS 'B' P.C.C.
DIKE TO BE TYPE "B' A.C. 1/2
3 TION 19-3.06 STATE STANDARD SPECS.
STRUCTURE BACKFILL PER SEC FOR USE NTH
24" WIDE GRATE Cn
CURING METHOD - 2*-2"
K24 1 -11 5/8 0
-00 EXPANSION
CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO 21' 3' MIN.
JOINT
-7 OF THE STATE STANDARD SPECIFICATIONS.
THE PROVISIONS OF SECTION 90 Z4"x3"xl/2__/ Z
CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. WING TRANSITION ELAN
NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3" MIN. L I
3*- 5 3/8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE STORM DRAIN MANHOLE HDPE STORMDRAli\4 TRENCH DETAIL
LTI!QAL ERAME___� A DESIGN APPROVED BY THE CITY ENGINEER. N.T.S. N.T.S.
DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO
R.A.L. ENGINEERING DEPARTMENT DRAWING NO. R.A.L. ENGINEERING DEPARTMENT DRAWING NO.
DESIGNED BY: DESIGNED BY:
S.J.S. S.J.S.
DATE: 418 DATE:
/92 CURBS 02/27/92 STORM DRAIN INLET 502
FILE NAME: FILE NAME:
AT418.DWG AT502.DWG
B B
01
CONTIR. VERIFY AND
MATCH EX. SD -OFFSET FITTINGS IN ACCORDANCE NTH WATER AGENCY STANDARDS FINISHED GRADE
(SEE NOTE�q
A 50 LDNGnvmwj. SkRs PIPE IS CAST IRON A.W.W.A. C-106, CLASS 22 (ALL FLANGED)
50 1. m SHALL EXTEND
100 1.52 m 100 LENGTH OF GUM CENTERLINE OF
1.72 m SAN JACINTO RD. NEW SLOPE
z — w TYLER MJ X F ADAPTOR, R-T TO MJ
PLAN 2" MIN. OR UNTIL 0->_
INSTALL NEW AC DIKE Q SMITH-BLAIR 912 FLANGED COUPLING ADAPTER, TYP. BOTH SIDES FOR ADAPTOR-TRANSITE
COMP. SECT. FOUNff- -:: -�-ii-I _ NEW OR EXIS11NG PIPE TYP. BOTH SIDES FOR PIPE SIZES 6" AND 8* PIPE SIZES 10" & ABOVE
--SAWCUT LINE REMOVE EXISTING AC DIKE WRAP ALL EXPOSED PORTIONS OF A.C. COUPLING
&N 0
1 1.72 m AC PAVEMENT 0 n, REBAR W/5 LAYERS OF 6 MIL NO. 6 REBAR TYP. NEW OR EXIS11NG PIPE
I MATCH EXISTING 2%_-w_ ;i W
100 OF CUPa SLOPE VARIES VISQUEEN, TYP. ..... ANGED FITTING TYP.
_'_/ \\"--EXISTING GROUND
............
NEW UNDERDRAIN
C_
MATCH EXISTING
_��EXISTING SWALE
m
TO BE REMOVED
VARIES
1.42
2 m
------------
m
2' MIN. OR UNTIL COMPETENT It-on ......... 9-030 EXIST. A.C. COUPLING
EXISTING EP
MIN.
EXTEND VISQUEEN 6
ISO
MIN. INTO CONC. TYP.
SECTION IS FOUND. MIN. M.O.A. As REQUIRED
;mmam,. Agmalk
SLOPE BASE
emx MIN.
A.C. PAVEMENT REMOVAL E IF BEDROCK IS ENCOUNTERED THRUST BLOCKS PER WATER
NOTE SAWCUTLIN
A
BEFORE 4' THEN PIPE SHALL BE GENCY STANDARDS, TYP.
41r ALL DlMENSIIONS IN mm UNLESS SHOWN 07HERWISF-
0
0 4 BURIED AT DEPTH OF BEDROCK.
1 1.72 m
SECTION 131-13
240 570 _L5.0
CENTERLI
25 OTHER NOTES: SAN JACINTO RD.
It 8 �_EXISTING AC DIKE
(D 124 DW M04M 0 500 O.C.
IF INSTALL NEW 4" UNDERDRAIN
24113 RAIM PER CALTRANS STANDARD WATERLINE LOWERING DETAIL E.
0
2-50�x 65 x 6 Z TACK WELDED ,,EXISTING NEW AC DIKE PLAN D87C
4 Ao N.T.S.
AC SWALE
*` TOG) (VARIES)
V) 13C,-
860
0 Iw x 915 E. EXTENDW 100 INTO WALL
r) fk C 052686
Cn 100 x 100 x 6 GALVANZED ExP.t;t-CP 7,
w
#13 BAR 0 3W O.C., BOTH WAYS
NEW 4
UNDERIJRAIN
z OF CA
0 450 DK
SLOPE BAN ug MIN.
UNDERDRAIN PROFILE
0 ezu MIN.
(LOOKING DOWN STATION)
R E V I S 1 0 N S
TRAFFIC WAY STORM DRAIN IMPROVEMENT PLAN
A.C. DIKE & UNDERDRAIN REPLACEMENT
V)
NO. BY DATE DESCRIPTION
0 5
0 1 960 aff uion
ASSOC � ATES DETAILS
SECTION A—A FACE PLATE
CN
v-
0 E N G I N E E R S CITY OF ATASCADERU, CA
v- P LA N N ER S
0-)
A
D 0 U Ej%,LE , GRATE u"ATCH BASIN UND E R D RA HIN' DETAILS SURVEYORS ACCE D BY: 12419
0') e CIE 0572&1?& 11-22-ee-
CF) N.T.S. N.T.S. 364 Pacific Street lZCAff45AJF,-. PEET
San Luis Obispo, CA 93401 i8l IN R. FAEKENSTIEN R.&E. 33�'60 EXP. 6-3E)-82, DATE
(805) 544-7407
DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER SCALE: SHEET:
ST 31/04 OF
EVE -AAN, RCE 42350, CITY ENGINEER EXP 3/ Jis Jis DP 991012 1 20' 7 7
U
R
6-
T
C. E W 12e
701
Lt
74
1/4
5-1/j2-"
0
C
3
kA
............. ......... .................. .....................