HomeMy WebLinkAboutTerrace Hill Pipeline plansSheet No.Sheet Description
G-001 TITLE SHEET
G-002 LEGEND, ABBREVIATIONS, AND NOTES
C-101 TERRACE HILL TANK PRV - SITE PLAN
C-102 PRV PIPING AND SECTIONS
C-103 PLAN AND PROFILE: STA. 1+00 to STA. 3+50
C-104 PLAN AND PROFILE: STA 3+50 to STA. 5+49
C-105 TERRACE HILL TANK PRV - CONNECTION DETAILS
C-106 TERRACE HILL TANK PRV - DETAILS
P.O. BOX 1604
ARROYO GRANDE, CA 93421 (805) 904-6530
VICINITY MAP
Terrace Hill
Tank PRV
Project
Location
NOT TO SCALE
FOR PRELIMINARY USE ONLY
NOT TO BE USED FOR CONSTRUCTION
DATE:OCTOBER 13, 2017
1 8
APPROVED BY
SPECIFICATION NO.
FILE NO./LOCATION
DATE
OF
SHEET
HORIZONTAL CONTROL FOR POINT 8061 AS PUBLISHED IN THE
CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL
NETWORK. CITY NETWORK IS BASED ON THE NORTH AMERICAN
DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5
CALIFORNIA.
VERTICAL CONTROL BENCHMARK NO.364 AS PUBLISHED IN THE
CITY OF SAN LUIS OBISPO 2007 BENCHMARK SYSTEM. CITY'S
BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88).
Reference Documents:
City Standard Specifications - January 2016 Edition
City Engineering Standards - January 2016 Edition
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR
PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF
NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48)
HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF
POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND
FACILITIES. CONTRACTOR OR PERMITEE SHALL ALSO CONTACT
THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V.,
WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.
2.THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT
THE TIME OF THE BID OPENING.
san luis obispo county, california
index to plans
general notes:
datum:
OCT. 2017
OCTOBER 2017
TBD
TERRACE HILL PIPELINE
AND PRV
REHABILITATION
Matt Horn, P.E. RCE 63611
City Engineer
G-001
GENERAL NOTES
ABBREVIATIONS
LEGEND
EDGE OF PAVEMENT
EXISTING FENCE
SD SD STORM DRAIN LINE
OE OVERHEAD ELECTRICAL LINE
AREA LIGHT
LIGHT STANDARD
COMMUNICATION MANHOLE
ELECTRICAL MANHOLE
FIRE HYDRANT
GAS METER
ELECTRIC METER
WATER METER
GAS VALVE
IRRIGATION CONTROL VALVE
WATER VALVE
GUY POLE
GUY WIRE
JOINT UTILITY POLE
POWER POLE
BRUSH LINE/DRIP LINE
RIGHT-OF-WAY LINE
G
SS
w
T
UNDERGROUND GAS PAINT MARK
SANITARY SEWER PAINT MARK
WATER PAINT MARK
UNDERGROUND TELEPHONE PAINT MARK
TELEPHONE POLE
POLE WITH LIGHT
APPROXIMATE PROPERTY LINE
EASEMENT LINE
TRAFFIC STRIPING
C
E UNDERGROUND ELECTRIC PAINT MARK
E
GM
JP
PP
TP
WM
GV
ICV
EM
PP
20" PINE TREE WITH DIAMETER NOTED
UNDERGROUND FIBER OPTIC PAINT MARKFO
TRAFFIC SIGNAL BOXTSB
ARV AIR RELEASE VALVE
IRR IRRIGATION PIPE
VALVE
B-1
C-1
SOIL BORING LOCATION & NUMBER
PER PROJECT GEOTECHNICAL REPORT
SOIL CPT LOCATION & NUMBER PER
PROJECT GEOTECHNICAL REPORT
OIL OIL PIPE LINE
E UNDERGROUND ELECTRICAL LINE
SANITARY SEWER LINE
GAS LINE
AT&T LINE
NEW PIPELINE CENTERLINE
EXISTING GROUND SURFACE (PROFILE VIEW)
SURVEY CONTROL POINT AND NUMBER
FOUND MONUMENT AS DESCRIBED (SEE
MONUMENT TABLE)
1
1
TERRACE HILL TANK SITE SURVEY NOTES
GAS MANHOLE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
ELECTRICAL BOX
GAS BOX
STREET LIGHT BOX
TELEPHONE BOX
BOLLARD/SMALL POLE
SANITARY SEWER CLEAN OUT
MONITORING WELL
STREET SIGN/SIGN POST
MAIL BOX
ELEC
MW
CO
TEL
G
S
GAS
SLB
FIBER OPTIC PLACARDFO
GAS PLACARDG
AGENCY/UTILITY
AGENCY CONTACT PHONE
NUMBER
AT&T RALPH SOARES (805) 546-7315
PG&E DEBBIE BITTICK (805) 546-5257
SOUTHERN CALIFORNIA GAS COMPANY CLAUDIA TURNER (805) 781-2429
UNDERGROUND SERVICE ALERT 811
AC ASPHALTIC CONCRETE
ARV AIR RELEASE VALVE
AVV AIR VACUUM VALVE
℄CENTERLINE
CAV COMBINATION AIR VALVE
DIA. DIAMETER
DIP DUCTILE IRON PIPE
EC END OF CURVE
EL ELEVATION
EXIST.EXISTING
FLG FLANGE
FL FLOW LINE
FCTF FIELD CUT TO FIT
FO FIBER OPTIC
GRS GALVANIZED RIGID STEEL
POTHOLE NUMBER/LOCATION1
NEW SAMPLING STATION
NEW CAV
NEW BLOWOFF VALVE
NEW ARV
NEW AVV
MJ MECHANICAL JOINT
PD PLANT DRAIN
PC POINT ON CURVE
PCC PORTLAND CONCRETE
PAVEMENT
PE PLAIN END
PH POTHOLE
PI POINT OF INFLECTION
PL PROPERTY LINE
PP POWER POLE
PRV PRESSURE REDUCING VALVE
R/W RIGHT-OF-WAY
SD STORM DRAIN
SS SANITARY SEWER
STA STATION
TS TRAFFIC SIGNAL
THRUST BLOCK
SS12 ABANDONED SANITARY SEWER LINE
1.FIELD SURVEY OF SURFACE FEATURES AND ELEVATION PERFORMED BY MICHAEL B. STANTON ,
MBS LAND SURVEYS ON MAY 3, 2016 AND MAY 25, 2017.
2.TOPOGRAPHIC MAP: LOT 15 OF BLOCK 19 OF THE BUENA VISTA ADDITION TO THE CITY OF SAN
LUIS OBISPO AS SHOWN ON MAP FILED IN BOOK A AT PAGE 47, IN THE CITY OF SAN LUIS OBSIPO,
COUNTY OF SAN LUIS OBISPO, CALIFORNIA. THE BOUNDARY SHOWN HEREON WERE COMPILED
FROM RECORD INFORMATION (I.E. RECORDED MAPS OR DEEDS) AND ARE NOT INTENDED TO
REPRESENT THE TRUE OR ACTUAL BOUNDARY LINES OF THE SUBJECT PROPERTY.
3.BASIS OF COORDINATES AND BEARINGS:
THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA
COORDINATE SYSTEM OF 1983, CCS83, ZONE 0405, (1993.35) IN ACCORDANCE WITH THE
CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES AND
BEARINGS ARE BASED LOCALLY UPON FILED-OBSERVED TIE TO THE FOLLOWING CITY OF SAN
LUIS OBISPO HORIZONTAL CONTROL NETWORK:
REFERENCED CITY OF SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK:
POINT NUMBER 8061
MONUMENT TYPE - PIN IN CONCRETE IN MONUMENT WELL AT THE CENTERLINE INTERSECTIONS
OF DEL CAMPO STREET & HELENA STREET
TO OBTAIN GROUND DISTANCES AND GEODETIC NORTH, MULTIPLE GRID DISTANCES
(DISTANCES SHOWN HEREON) BY 1.0000479 AND ROTATE GRID BEARINGS COUNTERCLOCKWISE
BY 1°30'36.32" TO OBTAIN GEODETIC BEARINGS.
NEW FENCE
1.CONTRACTOR TO COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA STATE WATER
RESOURCES CONTROL BOARD AND CITY STANDARD SPECIFICATIONS.
2.PROJECT DRIVEWAYS AND CONSTRUCTION ENTRANCES SHALL BE PROTECTED AGAINST
EROSION AND TRACKING OF MUD AND DEBRIS AT ALL TIMES, INCLUDING EVENINGS, WEEKENDS
AND HOLIDAYS. SUCH PROTECTION MAY BE MODIFIED TO PROVIDE ACCESS TO THE WORK SITE
DURING WORK HOURS.
3.ALL STOCKPILES SHALL BE PROTECTED AGAINST WIND AND WATER EROSION, IMMEDIATELY
UPON PLACEMENT AND REMOVED FROM STREET AT THE END OF EACH DAY. SUCH PROTECTION
SHALL REMAIN IN PLACE UNTIL USE OR REMOVAL OF THE STOCKPILE, REGARDLESS OF THE TIME
OF YEAR.
4.ALL FRESH CUT AND FILL SLOPES SHALL BE IMMEDIATELY PROTECTED BY INSTALLATION OF
EROSION CONTROL DEVICES, AND UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED.
5.PERMANENT EROSION CONTROL MEASURES SHALL BE FULLY ESTABLISHED TO THE
SATISFACTION OF THE CITY. (TO BE COMPLETED NO LESS THAN 30 DAYS PRIOR TO REQUEST FOR
FINAL APPROVAL.)
6.WASTE MATERIALS SHALL NOT BE WASHED OFFSITE. THIS INCLUDES BUT IS NOT LIMITED TO
SOIL, PAINT, GROUT, COLOR COAT, CONCRETE DUST, SAW RESIDUES, GRINDINGS, AND OIL.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT OF EROSION CONTROL DEVICES IN
ACCORDANCE WITH THE CITY'S STANDARDS AND SWRCB REQUIREMENTS.
EROSION CONTROL NOTES
NEW PLUG VALVE
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
8
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
OCTOBER 2017TERRACE HILL TANK PIPELINE AND PRV REHABILITATION0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
TBD
FOR PRELIMINARY USE ONLY
G-002
2 LEGEND, ABBREVIATIONS, AND NOTESJJR
JPF
MB, DA, BG, MH
---
AS NOTED ON PLANS
1.STRUCTURAL CONCRETE SHALL BE CLASS 2 3000 PSI, PER CITY SPECIFICATION SECTION 90.
2.VERIFY DIMENSIONS AND CONDITIONS AT THE SITE BEFORE STARTING WORK. ANY CONFLICTS BETWEEN
DETAILS OR DIMENSIONS ON THE DRAWINGS SHALL BE REPORTED PROMPTLY TO THE OWNER.
3.TAKE PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND STRUCTURES SHOWN AS WELL AS ANY AND
ALL OTHERS NOT ON RECORD DRAWINGS OR NOT SHOWN ON THESE PLANS. ALL SUCH IMPROVEMENTS OR
STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO
ORIGINAL DESIGN CONDITION AND/OR THE APPLICABLE REQUIREMENTS OF THE AFFECTED UTILITY AT THE
CONTRACTOR'S EXPENSE. APPROVAL BY CITY SHALL ALSO BE REQUIRED.
4.COORDINATE UNDERGROUND UTILITY MARKING WITH THE LOCAL UNDERGROUND SERVICE ALERT
JURISDICTION (CALL 811) PRIOR TO CONSTRUCTION.
5.VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION UNLESS NOTED
ON PLANS. LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY.
6.UPON LEARNING OF THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND FACILITIES NOT SHOWN OR
SHOWN INACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER, IMMEDIATELY
NOTIFY THE CITY.
7.USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER, GAS, OR OTHER
UTILITIES SO AS TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT. PROTECT FROM DAMAGE INCURRED
DURING CONSTRUCTION ALL OVERHEAD UTILITY LINES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS.
NOTIFY UTILITY COMPANIES PRIOR TO ANY WORK IN OVERHEAD LOCATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COST INCURRED.
8.PRESERVE ALL SURVEY MARKERS AND MONUMENTATION. THOSE REQUIRING REMOVAL SHALL BE TIED OUT;
A CORNER RECORDED; AND RE-ESTABLISHED IN ACCORDANCE WITH THE LOCAL GOVERNING AUTHORITY
AND CITY STANDARDS.
9.MAINTAIN SITE SECURITY AND CITY ACCESS THROUGHOUT CONSTRUCTION. FURNISH AND INSTALL
TEMPORARY SECURITY FENCING DURING CONSTRUCTION.
10.COMPACTION OF BACKFILL MATERIALS SHALL BE BY MECHANICAL EQUIPMENT IN ACCORDANCE WITH
SPECIFICATION SECTION 77 OF THE CITY STANDARD SPECIFICATIONS. NO FLOODING OR JETTING WILL BE
ALLOWED.
11.ALL SPECIFICATIONS, DRAWINGS, AND DETAILS INCLUDED IN THE CONTRACT DOCUMENTS SHALL FULLY
APPLY TO THE WORK WHETHER SPECIFICALLY REFERENCED OR NOT.
12.PROVIDE VIDEO DOCUMENTATION OF THE PRE-EXISTING CONDITIONS OF THE PROJECT SITE AND
SURROUNDING AREA. SUBMIT THE VIDEO TO THE CITY PRIOR TO THE START OF CONSTRUCTION.
13.MAINTAIN THE WORK AREA IN A NEAT, CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE
SATISFACTION OF THE CITY. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES
BEING CONTROLLED AT ALL TIMES.
14.MAINTAIN A COMPLETE AND ACCURATE RECORD OF ALL CHANGES IN CONSTRUCTION FROM THAT SHOWN IN
THESE PLANS AND SPECIFICATIONS FOR THE PURPOSE OF PROVIDING A BASIS FOR RECORD DRAWINGS.
THE CONTRACTOR SHALL NOTE DEVIATIONS FROM THE PLANS ON A SET OF PLANS SPECIFICALLY SET ASIDE
FOR THIS PURPOSE. ANY CHANGES SHALL BE MADE ON THE ORIGINALS OF THE PLANS. NO CHANGES FROM
THAT SHOWN ON THESE PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL
OF THE CITY.
15.RESTORE ALL PAVEMENT, CONCRETE, ASPHALT, SIDEWALKS, CURBS, TRUNCATED DOMES, AND DRIVEWAY
SURFACES REMOVED OR DAMAGED DURING CONSTRUCTION UNLESS INDICATED OTHERWISE ON THE PLANS.
PAVEMENT, DRIVE APPROACH, AND SIDEWALK RESTORATION SHALL BE PER CITY STANDARDS. OTHER
SURFACES SHALL BE RESTORED IN-KIND UNLESS INDICATED OTHERWISE.
16.CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS REFERENCED IN THE CITY'S SPECIAL
PROVISIONS AND AS LIMITED BY LOCAL ORDINANCE.
17.ALL FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO STANDARDS
AND SPECIFICATIONS, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS.
18.LIMIT CONSTRUCTION ACTIVITIES TO THE RIGHT-OF-WAY, EASEMENTS, AND DESIGNATED AREAS SHOWN ON
DRAWINGS.
19.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CITY STANDARDS IF REQUIRED
TO PERFORM THE WORK.
STATION NORTHING (ft)EASTING (ft)MAPPING
ANGLE
COMBINATION
FACTOR
ELEVATION
(NAVD88) (ft)ELLIP. HT.
8061 2295502.828 5770969.973 -1°30'36.32"0.9999521 347.16 234.59
PROJECT NOTES
1.THE WATER SYSTEM SHALL BE HYDROSTATICALLY TESTED PRIOR TO SURFACE RESTORATION PER
STANDARD SPECIFICATION SECTION 77.
2.WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES, UNLESS OTHERWISE NOTED.
3.SHEETING AND SHORING OF TRENCHES (OSHA COMPLIANCE) IS REQUIRED FOR WORKER
PROTECTION IN CONFORMANCE WITH THE GENERAL CONDITIONS. SHEET AND SHORE TRENCHES
TO PROTECT AGAINST:
a. DAMAGE TO UTILITIES, FACILITIES, AND PROPERTY
b. ADDITIONAL EXCAVATION AND BACKFILL
c. ADDITIONAL PAVEMENT
d. OTHER COSTS AND LIABILITIES ARISING FROM SOIL INSTABILITY
4.DURING CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE
FOR SAFE TRAFFIC CONTROL IN AND AROUND THE SITE. THIS MAY INCLUDE BUT SHALL NOT BE
LIMITED TO SIGNS, FLASHING LIGHTS, BARRICADES AND FLAG PERSONS AS DIRECTED BY THE
CITY. TRAFFIC CONTROL MEASURES SHALL COMPLY WITH CITY STANDARD SPECIFICATIONS.
5.FLUSH AND DISINFECT LINES PER STANDARD SPECIFICATION SECTION 77 AND AWWA C651 PRIOR
TO PRESSURE TESTING.
6.NOTIFY CITY 72 HOURS PRIOR TO INTERRUPTION OF WATER SERVICE. CITY SHALL BE
RESPONSIBLE FOR OPERATION OF ALL CITY WATER VALVES.
FIBER OPTIC LINE
WATER PIPELINE
D6
5
7
1
2
3
8
1
C-102
PRV STATION
8
BISHOP STREETTERRACE
HILL TANK P
FUTURE CONTROL
PANEL LOCATION
(BY OTHERS)
10
15'EASEMENTA
C
C
E
S
S
D
R
I
V
E
W
A
Y
P
P
(E) CHAIN
LINK FENCE
4
(E) FENCE
A
P
9
P
(E) SIDEWALK, CURB AND GUTTER00 10'20'
1" = 10'
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
8
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
OCTOBER 2017TERRACE HILL TANK PIPELINE AND PRV REHABILITATIONKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
TBD
FOR PRELIMINARY USE ONLY
C-101
3 TERRACE HILL TANK PRVSITE PLANJJR
JPF
MB, DA, BG, MH
---
AS NOTED ON PLANS
SITE PLAN
SCALE: 1" = 10'
1
-
CONSTRUCTION NOTES
ITEM DESCRIPTION
CONNECT TO (E) 16" DUCTILE IRON PIPE PER
DETAIL
16"Ø DUCTILE IRON PIPE
16"Ø DUCTILE IRON PIPE, SEE SHEETS C-103 AND
C-104
REMOVE EXISTING FENCE TO EXTENTS
NECESSARY FOR CONSTRUCTION.
CUT EXISTING 16" D.I. PIPE AND INSTALL BLIND
FLANGE WITH RESTRAINED FLANGE COUPLING
ADAPTER.
ABANDON PIPE PER DETAIL
INSTALL THRUST COLLAR PER DETAIL
NEW CHAIN LINK FENCE. FENCE TO MATCH
EXISTING.
REMOVE AND REPLACE CURB, GUTTER, AND
SIDEWALK PER ENGINEERING STANDARDS 4030
AND 4910 TO EXTENTS NECESSARY FOR
CONSTRUCTION.
INSTALL FOUR (4) 1"Ø CONDUITS FROM FUTURE
CONTROL PANEL LOCATION TO (E) VALVE VAULT.
CONDUIT SHALL BE SCH40 PVC AND INSTALLED
PER CITY SPECIFICATION 86. PROVIDE CAPPED
SWEEPS TO EXISTING GRADE AT ENDS.
PROTECT IN PLACE
ABANDON IN PLACE
1
2
3
4
5
6
7
8
9
10
P
A
5
C-106
3
C-105
1
C-105
(E) TANK DRAIN
(E) TREES
(E) VALVE PIT GENERAL NOTES:
1.CITY TO ISOLATE WATER LINE. CONTRACTOR TO REMOVE AND
DISPOSE OF RESIDUAL WATER IN PIPE IN ACCORDANCE WITH
CITY STANDARD SPECIFICATIONS. CONTRACTOR SHALL
COORDINATE ACTIVITIES WITH CITY AND PROVIDE A MINIMUM
NOTICE OF FIVE (5) WORKING DAYS TO CITY PRIOR TO START OF
CONSTRUCTION.
2.MECHANICAL JOINTS SHALL BE RESTRAINED PER
SPECIFICATION SECTION 402040.
3.TRENCH BACKFILL SHALL BE PER ENGINEERING STANDARD
DETAILS 6020 AND 6035.
4.COAT ABOVE GRADE PIPING PER SPECIFICATION SECTION
099000, SYSTEM 10.
5.TRENCH BACKFILL SHALL BE PER ENGINEERING STANDARD
6020.
6.DISINFECT AND PRESSURE TEST PIPING PER STANDARD
SPECIFICATION SECTION 77.
7.RESTORE ALL PAVEMENT PER CITY STANDARDS..
B
-
A
-
NEW CHAIN
LINK FENCE
PROPERTY LINE
STA. 1+00
16" 22.5° ELBOW
SEE SHEET C-101
4
'
-
3
"
16'-0"8'-0"2'-0"5'-0"3"1
33
44
55
66
5 12
7 7
8 89
11
13
14 1515
25 216
1717
1818
1919
24
20
21
21
16"Ø D.I. PIPE
16"Ø D.I. PIPE
26
27 27
STA. 1+0016" 22.5° ELBOW,MJxMJ, RESTRAINEDEXISTING
GROUND
NEW CHAIN
LINK FENCE
4' MIN.COVER6 5 4 3 17 18
10
22 19
23
24
20
21
26
3" MIN.SCARIFY 12" AND
RECOMPACT EXPOSED
SUBGRADE TO 90%
MINIMUM RELATIVE
COMPACTION
27
EXISTING
GROUND
NEW CHAIN
LINK FENCE
10
14
15
7
25
11
27
7
2
15
10 10
26
3"MIN.SCARIFY 12" AND
RECOMPACT EXPOSED
SUBGRADE TO 90%
MINIMUM RELATIVE
COMPACTION
27
3 3
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
8
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
OCTOBER 2017TERRACE HILL TANK PIPELINE AND PRV REHABILITATIONKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
TBD
FOR PRELIMINARY USE ONLY
C-102
4 PRV PIPING AND SECTIONSJJR
JPF
MB, DA, BG, MH
---
AS NOTED ON PLANS
PRV SITE PLAN
SCALE: 1" = 4'
1
-
SECTION
SCALE: 1" = 2'
A
-
SECTION
SCALE: 1" = 2'
B
-
MATERIAL LIST
ITEM DESCRIPTION
CLA-VAL FLOW METER, MODEL 92-01
SPOOL, FLGxPE, FCTF, 12"Ø DUCTILE IRON PIPE
12" D.I. TEE, FLG'D
12"x8" D.I. REDUCER, FLGxFLG
SPOOL, FLGxFLG, 8"Ø DUCTILE IRON PIPE
8" D.I. 90° ELBOW, FLGxFLG
12" BUTTERFLY VALVE, FLGxFLG WITH HANDWHEEL PER
ENGINEERING STANDARD SPECIFICATION 77-2.02D(2)
8" BUTTERFLY VALVE, FLGxFLG, WITH HAND WHEEL PER
ENGINEERING STANDARD SPECIFICATION 77-2.02D(2)
8" CLA-VAL PRESSURE REDUCING VALVE, FLGxFLG
PIPE SUPPORTS PER DETAIL
12" DISMANTLING JOINT (ROMAC DJ405)
SPOOL, FLGxPE. FCTF, 8"Ø DUCTILE IRON PIPE
8" DISMANTLING JOINT (ROMAC DJ405)
12" CLA-VAL PRESSURE REDUCING VALVE, FLGxFLG
PRESSURE GAUGE AND TRANSMITTER PER DETAIL
CLA-VAL ELECTRONIC ACTUATED PRESSURE REDUCING
PILOT CONTROL, MODEL CRD-33
12"x16" D.I. REDUCER, FLGxFLG
16" 90° D.I. ELBOW, FLGxFLG
16" 22.5° D.I. ELBOW, FLGxFLG
SPOOL, PExPE, FCTF, 16"Ø DUCTILE IRON PIPE
16" 22.5° D.I. ELBOW, MJxMJ, RESTRAINED
SPOOL, FLGxFLG, 16"Ø DUCTILE IRON PIPE
16" 45° D.I. ELBOW, FLGxFLG
16" RESTRAINED FLANGE COUPLING ADAPTER
SPOOL, FLGxFLG, 12"Ø DUCTILE IRON PIPE
12" THICK CONCRETE SLAB WITH BROOM FINISH.
REINFORCEMENT SHALL BE #5 REBAR AT 12" O.C. EACH
WAY. CONCRETE SHALL BE CLASS 2 PER CITY
STANDARD SPECIFICATION 90.
1" ARV PER DETAIL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
GENERAL NOTES:
1.CITY TO ISOLATE WATER LINE.
CONTRACTOR TO REMOVE AND DISPOSE
OF RESIDUAL WATER IN PIPE IN
ACCORDANCE WITH CITY STANDARD
SPECIFICATIONS. CONTRACTOR SHALL
COORDINATE ACTIVITIES WITH CITY AND
PROVIDE A MINIMUM NOTICE OF FIVE (5)
WORKING DAYS TO CITY PRIOR TO START
OF CONSTRUCTION.
2.MECHANICAL JOINTS SHALL BE RESTRAINED
PER SPECIFICATION SECTION 402040.
3.TRENCH BACKFILL SHALL BE PER
ENGINEERING STANDARD DETAILS 6020 AND
6035.
4.COAT ABOVE GRADE PIPING PER
SPECIFICATION SECTION 099000, SYSTEM 10.
5.DISINFECT AND PRESSURE TEST PIPING
PER STANDARD SPECIFICATION SECTION 77.
1
C-106
2
C-106
3
C-106
D
D
D 1+002+00
3+00STA. 2+95.42
16" 90° ELBOW
STA. 1+49+40
16" 90° ELBOW 7'-0"STA. 2+92.51
1" ARV
4
1 2
3
16"Ø D.I. PIPE,
SEE SHEET C-101
PRV STATION
SEE SHEET C-102
BISHOP STREET
TERRACE
HILL
TANK
7
6
FIBER OPTIC BUNDLETOP OF BUNDLE = 1.9' BELOW SURFACEBTM OF BUNDLE = 2.2' BELOW SURFACE4' MIN.COVER16" D.I. WATER12" MIN.CLR.STA. 2+92.51ARV4' MI
N.
COV
E
R
250 L.F. 16"Ø D.I. PIPE
EXISTING GROUND SURFACE
OVER ℄ OF PIPELINE
STA. 1+17.4516" 22.5° ELBOW, MJxMJ, RESTRAINEDSTA. 2+95.4216" 90° ELBOW,MJxMJ,RESTRAINEDSTA. 1+49.4016" 90° ELBOW, MJxMJ, RESTRAINED1 2 STA. 2+78.9216" 11.25° ELBOW,MJxMJ, RESTRAINEDSTA. 3+00.1916" 22.5° ELBOW,MJxMJ, RESTRAINED5
S=0.068
5
S=0.0355
S=(
-
)0
.3832
1+00 2+00 3+00 3+50
355
360
370
380
390
395
355
360
370
380
390
395
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
8
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
OCTOBER 2017TERRACE HILL TANK PIPELINE AND PRV REHABILITATIONKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
TBD
FOR PRELIMINARY USE ONLY
C-103
5 PLAN AND PROFILESTA. 1+00 to STA. 3+50JJR
JPF
MB, DA, BG, MH
---
AS NOTED ON PLANS
STA. 1+00 to STA. 3+50
SCALE: 1" = 20'
1
-
00 20'40'
1" = 20'
0
0
20'40'
H: 1" = 20'
5'10'
V: 1" = 5'REFER TO C-104MATCHLINE AT STA 3+50REFER TO C-104 MATCHLINE AT STA 3+50
CONSTRUCTION NOTES
ITEM DESCRIPTION
16" DUCTILE IRON PIPE PER SPECIFICATION
SECTION 402040.
INSTALL RESTRAINED PIPE AND FITTINGS PER
SPECIFICATION SECTION 402040.
INSTALL TEE PER CONNECTION DETAIL
INSTALL 1" AIR/VAC RELEASE VALVE ASSEMBLY
PER CITY ENGINEERING STANDARD 6360
UTILITY CROSSING PER DETAIL
REPAIR CURB AND GUTTER PER CITY
ENGINEERING STANDARD 4030
REPAIR SIDEWALK, CURB, AND GUTTER PER CITY
ENGINEERING STANDARD 4110.
1
2
3
4
5
6
7
1
C-105
GENERAL NOTES:
1.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLANS
INCLUDING PEDESTRIAN ACCESS AND SIDEWALK CLOSURES
PER CITY STANDARD SPECIFICATION SECTION 7-1.03B. TRAFFIC
CONTROL SHALL BE PER CITY STANDARD SPECIFICATION
SECTION 12. ADDITIONAL TRAFFIC CONTROL WILL BE REQUIRED
BEYOND THE SIGNAGE DENOTED ON THE PLANS.
2.CITY STAFF TO OPERATE ALL VALVES AND WATER LINE BYPASS.
3.CONTRACTOR IS LIMITED TO CITY RIGHT-OF-WAY AREAS AND
CITY PROPERTY. NO LAYDOWN AREA HAS BEEN IDENTIFIED.
4.FINISH GRADES AND SLOPES OF RESTORED SURFACES
(PAVEMENT, CURBS, GUTTERS, SIDEWALKS, RAMPS, ETC.)
SHALL MATCH EXISTING.
5.TRENCH BACKFILL SHALL BE PER ENGINEERING STANDARD
6020.
6.DISINFECT AND PRESSURE TEST PIPING PER STANDARD
SPECIFICATION SECTION 77.
7.RESTORE ALL PAVEMENT PER CITY STANDARDS.
4
C-106
BOULEVARD DEL CAMPO
D
3+004+00
5+005+48
STA. 5+48.15
CONNECTION TO
EXISTING PER
DETAIL
STA. 4+71.15
16" 90° ELBOW
STA. 4+34.75
16" 45° ELBOW
S
T
A
.
2
+
9
5
.
4
2
1
6
"
9
0
°
E
L
B
O
W
STA. 3+58.91
16" 45° ELBOW6'-0"MIN.S
T
A
.
2
+
9
2
.
5
1
1"
A
R
V
STA. 4+46.66
16" 45° ELBOW
4
1
2
2
C-105 1 2
1 2
BISH
O
P
S
T
R
E
E
T
7
5
7
198 L.F. 16"Ø D.I. PIPE STA. 3+58.9116" 45° ELBOW, MJxMJ,RESTRAINEDSTA. 4+06.1316" 11.25° ELBOW, MJxMJ,RESTRAINEDSTA. 4+71.1516" 90° ELBOW, MJxMJRESTRAINEDSTA. 5+48.15CONNECTION TO EXISTINGPER DETAILSTA. 4+34.7516" 45° ELBOW, MJxMJ, RESTRAINEDEXISTING
GROUND
SURFACE
OVER ℄ OF
PIPELINE
12" MIN.CLR.12" MIN.CLR.6" SEWER6" SEWER2" GAS3" GASWATER4' MIN.COVERSTA. 4+46.6616" 45° ELBOW, MJxMJ, RESTRAINEDWATER2C-1051 2
S=(-)0.0344
S=(-)
0.
1
6
2
3
S=(-)0.0367
S=0.0068
5
6+00 5+00 4+00 3+50
335
340
350
360
370
375
335
340
350
360
370
375
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
8
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
OCTOBER 2017TERRACE HILL TANK PIPELINE AND PRV REHABILITATIONKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
TBD
FOR PRELIMINARY USE ONLY
C-104
6 PLAN AND PROFILESTA. 3+50 to STA. 5+49JJR
JPF
MB, DA, BG, MH
---
AS NOTED ON PLANS
STA. 3+50 to STA. 5+49
SCALE: 1" = 20'
1
-
00 20'40'
1" = 20'
0
0
20'40'
H: 1" = 20'
5'10'
V: 1" = 5'REFER TO C-103MATCHLINE AT STA 3+50R
E
F
E
R
T
O
C
-
1
0
3
M
A
T
C
H
L
I
N
E
A
T
S
T
A
3
+
5
0
CONSTRUCTION NOTES
ITEM DESCRIPTION
16" DUCTILE IRON PIPE PER SPECIFICATION SECTION
402040.
INSTALL RESTRAINED PIPE AND FITTINGS PER
SPECIFICATION SECTION 402040.
LOCATION OF SEWER LATERALS ARE UNKNOWN.
CONTRACTOR TO LOCATE SEWER LATERALS AND
PROTECT IN PLACE.
REPAIR SIDEWALK, CURB, AND GUTTER PER CITY
ENGINEERING STANDARD 4110.
1
2
5
7
GENERAL NOTES:
1.CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLANS
INCLUDING PEDESTRIAN ACCESS AND SIDEWALK CLOSURES
PER CITY STANDARD SPECIFICATION SECTION 7-1.03B. TRAFFIC
CONTROL SHALL BE PER CITY STANDARD SPECIFICATION
SECTION 12. ADDITIONAL TRAFFIC CONTROL WILL BE REQUIRED
BEYOND THE SIGNAGE DENOTED ON THE PLANS.
2.CITY STAFF TO OPERATE ALL VALVES AND WATER LINE BYPASS.
3.CONTRACTOR IS LIMITED TO CITY RIGHT-OF-WAY AREAS AND
CITY PROPERTY. NO LAYDOWN AREA HAS BEEN IDENTIFIED.
4.FINISH GRADES AND SLOPES OF RESTORED SURFACES
(PAVEMENT, CURBS, GUTTERS, SIDEWALKS, RAMPS, ETC.)
SHALL MATCH EXISTING.
5.TRENCH BACKFILL SHALL BE PER ENGINEERING STANDARD
6020.
6.DISINFECT AND PRESSURE TEST PIPING PER STANDARD
SPECIFICATION SECTION 77.
7.RESTORE ALL PAVEMENT PER CITY STANDARDS.
(N) 16"Ø
DUCTILE
IRON PIPE16" BUTTERFLY VALVE,
FLGxMJ, WITH DIRECT
BURIAL ACTUATOR PER
CITY STANDARD
SPECIFICATION 77-2.020 (2)
2'-0"
16"Ø DUCTILE IRON
SPOOL, PExPE
16" RESTRAINED COUPLING,
3800 MEGA-COUPLING BY
EBAA IRON SALES, INC. OR
APPROVED EQUAL
(E) 16"Ø DUCTILE
IRON PIPE
THRUST BLOCK, 20 SQ. FT
EACH, CLASS 3 PCC PER CITY
STANDARD SPECIFICATION 90
16" FLANGE
COUPLING
ADAPTER,
RESTRAINED
(E) 16"Ø DUCTILE
IRON PIPE
16" DUCTILE
IRON TEE, FLG'D
(E) 16"Ø DUCTILE
IRON PIPE
REMOVE EXISTING 90°
ELBOW AND ABANDON
THE PIPE PER DETAIL
3
C-106
(N) 16"Ø DUCTILE IRON PIPE
(E) 16"Ø DUCTILE
IRON PIPE
16" RESTRAINED COUPLING, 3800
MEGA-COUPLING BY EBAA IRON
SALES, INC. OR APPROVED EQUAL
24" MIN
CONCRETE PLUG
ABANDONED-IN-PLACE PIPE SECTION
SAND BAG PLUG
EXISTING PIPE. REMOVE
AND DISPOSE OF AS
NEEDED
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
8
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
OCTOBER 2017TERRACE HILL TANK PIPELINE AND PRV REHABILITATIONKnow what's below.
before you dig.Call
R
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
TBD
FOR PRELIMINARY USE ONLY
C-105
7 TERRACE HILL TANK PRVCONNECTION DETAILSJJR
JPF
MB, DA, BG. MH
---
AS NOTED ON PLANS
CONNECTION AT BISHOP STREET
SCALE: 1/2" = 1'-0"
1
-
CONNECTION AT BOULEVARD DEL CAMPO
SCALE: 1/2" = 1'-0"
2
-
NOTE:
1.PROVIDE UTILITY WELL AND
COVER PER ENGINEERING
STANDARD 6340
CUT, PLUG, AND ABANDON EXISTING PIPE
NOT TO SCALE
3
-
10 15/16
3
4
12
14
9 15/16
12 3/8416
8
5
6
10
3
3
3
3
4 7/8
8 1/2
5 1/2
6 7/8
3 1/2
3 3/4
4
(IN)
4
3 1/2
3
2 1/2
3
2 1/2
2 1/2
2 1/2
4 1/4
FF
'C'
'A'
1/4
CONCRETE FLOOR
15
16 1/4
2 1/2
3
17 3/43
20 3/4
22 1/4
19 3/4
2 1/2
2 1/2
2 1/2
2 1/2
10
10 1/2
11 3/4
14 3/4
15 1/4
16 1/2
18 1/413 1/2
MAXMIN
2 1/2
1 1/2
1 1/2
1 1/2
9 1/4
8 1/2
8 1/4
8
14
13 1/2
13 1/4
13
FLANGE
'B''A'DIA
PIPE 'D''C'
SEE PLAN FOR
LOCATION OF SUPPORT
(FLANGE OR PIPE)
ANVIL ADJUSTABLE
PIPE SADDLE
SUPPORT FIG 264
4-5/8" DRILLED
ANCHORS12"x12"x5 8" STEEL
BASE PLATE 'D'1" GROUT
PROVIDE HALF ROUND RIGID
INSULATION & INSULATION
PROTECTION SHIELD, SIMILAR
TO ANVIL FIG 167 OR B-LINE
B-3151, WHEN PIPING IS
INSULATED
PROVIDE NEOPRENE WAFFLE
ISOLATION PAD SIMILAR TO
MASON TYPE 'W' OR KORFUND
KORPAD 40, UNDER SUPPORT
FOOT WHEN PIPING IS ISOLATED
OR SUPPORT IS ADJACENT TO
MECHANICAL EQUIPMENT
SEE TABLE FOR BASE, HEIGHT, &
FLANGE DIMENSIONS
1.
2.
3.
FG
18" SQ FOR D<20"
24" SQ FOR 20"<D<24"12"3"#4 EA WAY
CONCRETE BASE IF SUPPORT IS
LOCATED OFF OF A SLAB
**ALL DIMENSIONS IN INCHES
PRESSURE TRANSMITTER MOUNTING (PIPE)
SCALE: NONE
2
-
PRESSURE GAUGE AND
NOTES:
1.ALL MOUNTING PIPE AND FITTINGS TO BE
304 SST OR BETTER.
4-1/2" DIAL FACE
PRESSURE GAGE
SST PULSATION
DAMPER
12"x 14" SST
REDUCER
12" SST 90° ELBOW
1/2" NPT (SST), TYP.
1/2" BALL VALVE
SST PULSATION
DAMPER. FURNISH AND
INSTALL CAP ON
PULSATION DAMPER
PRESSURE
TRANSMITTER,
PROVIDE AND
INSTALLED BY
OTHERS
12"x 14" SST
REDUCER
12" SST 90° ELBOW
12" SST TEE
PROCESS
PIPE
SERVICE SADDLE PER
CITY STANDARDS
NOTE:
SIZE OF PIPE AND
FITTINGS TO MATCH
AIR VALVE, SEE PLAN
BALL VALVE,
JONES, J-1905
2" AIR/VAC RELEASE VALVE
PER ENGINEERING
STANDARD 6360
THREDOLET
D.I. PIPE
BRASS NIPPLE
(TYP. OF 2)
OUTLET PIPE PER ENGINEERING
STANDARD 6360
PIPE O.D.VARIESSEE NEW PIPE
2-SACK SAND/CEMENT
SLURRY BACKFILL TO
SPRINGLINE OF
EXISTING UTILITY.
FOUNDATION STABILIZATION
(VARIES AS AUTHORIZED)
EXISTING
UTILITY
PROTECT
IN PLACE
C EXISTING UTILITY / CULVERT
PLANS4" MIN.BACKFILL PER DETAIL
3
-
EXISTING
UTILITY/CULVERT
FOUNDATION STABILIZATION
(VARIES AS AUTHORIZED)
4" MIN.
LENGTH AS DIRECTED BY
OWNER OF SAID UTILITY
NEW PIPE
1.THESE TYPICAL DETAILS
SHOW THE MINIMUM
REQUIREMENTS FOR
SUPPORT OF EXISTING
UTILITIES CROSSING THE
PIPELINE TRENCH.
ACTUAL REQUIREMENTS
MAY VARY ALONG THE
PIPELINE DEPENDING ON
THE INDIVIDUAL UTILITY
OWNER'S SUPPORT AND
BACKFILL
REQUIREMENTS.
4" MIN.PIPE
O.D.
NOTES:
NOTES:
1.COLLARS SHALL BE SPECIFICALLY DESIGNED FOR THRUST
RESTRAINT.
2.THRUST COLLAR SHALL BE CAPABLE OF TRANSMITTING 1.5 TIMES
THE THRUST, AS CALCULATED BY FOLLOWING EQUATION:
THRUST=1.5 x [TEST PRESSURE (PSI) X 0.785 x O.D.(IN)2]
3.CONCRETE SHALL BE CLASS 1 PER STANDARD SPECIFICATION 90.
18"8'-0"EQ.EQ.TRENCHUNDISTURBED CUT
(ALL AROUND)
EQ.EQ.
B
-
(E) WATER
BLIND FLANGE
RESTRAINED FLANGE
ADAPTER
D.I. PIPE SPOOL
WITH THRUST
COLLAR
COUPLER
(E) WATER
6'-0"PIPE COLLAR= THRUST BLOCK 12"Ì
#4 @ 24"
#4@ 12" CLEAR PIPE 18"
#4@12"
BOTTOM OF
TRENCH
BLIND FLANGE
RESTRAINED
FLANGE ADAPTER
1 NO JOINTS BETWEEN
RESTRAINT
COLLAR AND THRUST COLLAR
NOTES:
1
NATIVE MATERIAL
COUPLER
BACKFILL PER CITY
ENGINEERING STANDARD 6020
CITY SPECIFICATION NO.
DATE:PROJECT TITLE:SHEET TITLE:of
SHEET NO.
8
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
OCTOBER 2017TERRACE HILL TANK PIPELINE AND PRV REHABILITATION0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
TBD
FOR PRELIMINARY USE ONLY
C-106
8 TERRACE HILL TANK PRVDETAILSJJR
JPF
MB, DA, BG. MH
---
AS NOTED ON PLANS
PIPE SUPPORT
NOT TO SCALE
1
-
ARV PIPING DETAIL
NOT TO SCALE
3
-
TYPICAL UTILITY CROSSING
NOT TO SCALE
4
-
SECTION VIEW SECTION A
THRUST COLLAR AND BLOCK - PLAN
NOT TO SCALE
5
-
THRUST COLLAR AND BLOCK - SECTION B
NOT TO SCALE
B
-