HomeMy Public PortalAboutSanitary Sewer Full - Line Rehabilitation (Pipe Bursting) Project, Project NO. 09-90-77.81-75w
GENERAL NOTES
CITY OF SAN MATED
SAN MATED COUNTY
2002-2003 SANITARY SEWER FULL - LINE
REHABILITATION (PIPE BURSTING) PROJECT
VARIOUS LOCATIONS
CITY PROJECT NO.: 09-90-77.81-75
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APWA-AGC STANDARD SPECIFICATION FOR PUBLIC
WORKS CONSTRUCTION 2000 EDITION, AS AMENDED BY THE 2001 SUPPLEMENT.
2. ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN
A LOCATION DIFFERENT FROM THAT WHICH IS MARKED IN THE STREET, SHOWN ON THE PLANS OR IN THE
SPECIAL PROVISIONS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL UNDERGROUND
FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE.
3. AT LEAST FORTY-EIGHT (48) HOURS BEFORE COMMENCING WORK, THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICES ALERT (USA) CALL 1-800-227-2600.
4. CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY AND CITY LAWS AND ORDINANCES AND REGULATIONS
OF THE DEPARTMENT OF INDUSTRIAL RELATIONS, O.S.H.A. AND INDUSTRIAL ACCIDENT COMMISSION RELATING
TO SAFETY AND CHARACTER OF WORK, EQUIPMENT AND LABOR PERSONNEL.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS
WITH THE UTILITY COMPANY AT LEAST 10 DAYS PRIOR TO THE NEED FOR RELOCATION.
6. CONTRACTOR SHALL MAINTAIN AND KEEP ALL VEHICULAR AND FOOT TRAFFIC ACCESS OPEN TO SURROUNDING
HOUSES UNLESS PERMITTED BY THE CITY TO CLOSE ACCESS.
7. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, OR OTHER DEVICES NECESSARY
TO PROVIDE FOR PUBLIC SAFETY AND IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATION JULY 1992 EDITION.
8. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF THE HIGH VOLTAGE
STREET LIGHT CIRCUIT AND OTHER POTENTIALLY HAZARDOUS UTILITY INSTALLATIONS. IF ANY STREET LIGHT
CIRCUITS ARE DAMAGED OR INTERRUPTED, THE CONTRACTOR SHALL CONTACT THE CITY STREET LIGHT CREW
IMMEDIATELY FOR EMEREGENCY REPAIR. THE CONTRACTOR SHALL COMPENSATE THE CITY FOR ANY COST
RELATED TO THE REPAIR OF THE STREET LIGHT CIRCUIT.
9. THE LOCATION AND DEPTH OF THE EXISTING VCP SEWER SHOWN ON THESE PLANS ARE BASED UPON
THE BEST AVAILABLE RECORDS. THE INFORMATION IS APPROXIMATE. SPOT REPAIR AND LATERAL SERVICE
LOCATIONS ARE BASED ON DISTANCES MEASURED FROM THE CENTERLINE OF THE MANHOLE BY TELEVISION
INSPECTION CREWS. DEFECTS TO BE CORRECTED ARE AS DESCRIBED IN THE REPAIR SCHEDULE. THE
RECORDS AND DATA THAT FORM THE BASIS OF THIS INFORMATION ARE AVAILABLE IN THE CITY ENGINEER'S
OFFICE FOR REVIEW BY THE BIDDER. SAID DOCUMENTATION IS NOT AVAILABLE FOR REMOVAL FROM THE
ENGINEER'S OFFICE.
10. CONTRACTOR SHALL NOTIFY HOMEOWNERS AND OTHER USERS AFFECTED OF ANY INTERRUPTION OF SEWER
SERVICES, IN ACCORDANCE WITH CONTRACT SPECIFICATIONS, PRIOR TO ANY WORK ON EXISTING SEWER
PIPES.
11. CONTRACTOR SHALL PROVIDE PUMPS OR OTHER MEANS TO PREVENT SEWER WASTES BACK-UP INTO
RESIDENTIAL HOUSES OR OTHER USER'S FACILITIES DUE TO CONTRACTOR'S WORK ON EXISTING SEWERS.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP AND DAMAGES CAUSED BY ANY BACK-UP RELATED
TO THE CONTRACTOR'S WORK.
12. PRIOR TO RECONNECTING LATERALS, THE CONTRACTOR SHALL DETERMINE IF EACH LATERAL IS STILL IN
USE. ONLY LIVE LATERALS ARE TO BE RECONNECTED. PAYMENT FOR LATERAL RECONNNECTION WILL
BE BASED ON ACTUAL NUMBER OF LIVE LATERALS RECONNECTED.
13. CONTRACTOR SHALL COMPLETE ALL TRENCH BACK FILL TO WITHIN 0.1' OF FINISHED GRADE AT TIME OF
SEWER REPAIR. CONTRACTOR SHALL COMPLETE STREET RESTORATION WITHIN 5 WORKING DAYS OF
COMPLETION OF SEWER REPAIR. CONTRACTOR SHALL COMPLETE PUBLIC UTILITY EASEMENT RESTORATION
WITHIN 3 WORKING DAYS OF COMPLETION OF SEWER REPAIR OR AT THE DIRECTION OF THE ENGINEER.
TREE PLANTING AND SODDING MAY BE DONE AT A LATER DAY IF APPROVED BY THE ENGINEER.
14. DUE TO THE CLOSE PROXIMITY OF SOME EXISTING POWER POLES TO THE REPAIR AREAS AT VARIOUS
LOCATIONS, THE CONTRACTOR SHALL COORDINATE ALL NECESSARY WORK INCLUDING TEMPORARY POLE
SUPPORT WITH PG&E WHEN WORKING IN THESE AREAS. PG&E SHALL BE NOTIFIED OF PROPOSED WORK
AT LEAST 10 WORKING DAYS PRIOR TO THE DATE ANTICIPATED FOR SUCH WORK.
15. ELEVATIONS INDICATED IN THE DRAWING ARE BASED ON AVAILABLE INFORMATION DURING PREPARATION OF THE
DRAWINGS. ANY SIGNIFICANT DEVIATIONS FROM THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE
CITY.
SHEET INDEX
SHT. 1 TITLE SHEET
SHT. 2 LOCATION MAP
SHT. 3 CONSTRUCTION DETAILS
SHT. 4 P.U.E. BETWEEN SIXTEENTH AVENUE AND FOLKSTONE AVENUE
SHT. 4 P.U.E. BETWEEN BIRCH STREET AND CARLISLE DRIVE
SHT. 4 P.U.E. BETWEEN S. GRANT ST. AND E. GRANT PLACE
Son Froncisco. /
Pacific Ocebh
92
HaJf- Moon ay
Francisco
VICINITY MAP
92
Fre ont
Bay
NOT TO SCALE
INDICATES REPLACEMENT OF THE PIPE INTO
THE MH (NOT MANHOLE REPLACEMENT)
101 NORTH
MANHOLE
INDICATES DISTANCE FROM MANHOLE
(USUALLY MEASURED FROM UPSTREAM MANHOLE)
INDICATES
EXISTING SEWER MAIN
INDICATES CITY
UNDERGROUND
MAP NUMBER
INDICATES
MANHOLE NUMBER
REPAIR KEY
307:24
O O
INDICATES
DIRECTION OF
MEASUREMENT
INDICATES NATURE OF
REPAIR SEE REPAIR KEY
N
N
N
re)
TYPICAL SEWER REPAIR
NOT TO SCALE
PIPE BURST EXISTING SEWER MAIN AND INSTALL HDPE SDR 17. WORK INCLUDES ALL APPLICABLE
REDUCERS, BUSHINGS AND COUPLERS, TOGETHER WITH THE RESTORATION OF ALL IMPROVEMENTS
DISTURBED BY THIS OPERATION. PAYMENT FOR LATERAL CONNECTION AND SADDLES ARE COVERED
IN REPAIR KEY NO. 2 BELOW.
CONNECT EXISTING LATERAL TO SEWER MAIN IN CONJUNCTION WITH THE SEWER MAIN REPLACEMENT
BY PIPE BURSTING (REPAIR KEY NO .1) WORK INCLUDES ROOT REMOVAL FROM THE LATERAL, AS
NECESSARY, INSTALLATION OF A FUSED SADDLE, ONE (1) FIVE FOOT REPLACEMENT LENGTH OF 4"/6"
PE SDR 32.5 PIPE TO MAKE THE CONNECTION, TOGETHER WITH THE RESTORATION OF ALL IMPROVEMENTS
DISTURBED BY THIS OPERATION.
SL
SYMBOLS
HCB
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♦ SL
P.U.E
SANITARY SEWER LINE
STORM DRAIN LINE
STREET LIGHT CONDUIT
EXISTING CURB, GUTTER, & SIDEWALK
PROPERTY LINE
PUBLIC UTILITY EASEMENT (PUE)
CATCH BASIN
STORM OR SEWER MANHOLE
TREE
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STREET LIGHT
PUBLIC UTILITY EASEMENT
MANHOLE
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SCALE: AS SHOWN
PROJECT NO.: 09-90-77.81-75
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DATE:
DRAWN BYUWATSONDATE: 9/2002
CHECKED BY: 0. 0, DATE: 9/2002
SCALE: AS SHOWN
PROJECT NO.; 09-90-77,81-75
2002-2003 SANITARY SEWER FULL - LINE
REHABILITATION (PIPE BURSTING) PROJECT
VARIOUS LOCATIONS
LOCATION MAP
09-90-77.81-75
PROJECT €H N€€P
APPR OVED
CITY, ENGINEER
DIRECTOR OF PUBLIC WORKS
9/i i/oz_
BATE
DATE
REVISION
NO.
DESCRIPTION
BY DATE
NOTE' ENTIRE LENGTH OF BARREL SHALL BE FULLY
SUPPORTED WITH FIRM GRANULAR BEDDING
AND BELL HOLES SHALL BE PROVIDED
PROPER BEDDING DETAIL
0
0
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45°
LONG RADIUS 6 BEND
CURB -
PLAN
3' MIN.
45°MAX
CITY MylINSAN.
SEWER ..L!NE
REVISED OCT. 2, 1992 RLG
SIDEWALK
NOTE AN ENCROACHMENT PERMIT MUST
BE ISSUED FROM THE DEPARTMENT
OF PUBLIC WORKS, 330 W. 20TH AVE,
SAN MATEO, CA PRIOR TO ANY
WORK IN THE PUBLIC RIGHT-OF-WAY
OR CITY EASEMENT. ALL WORK
MUST REINSPECTED BY..PUBLIG
WORKS PRIOR TO BACKFILL.
NOTE' ALL LATERALS SHALL BE
61 MINIMUM. APPROVED MATERIALS
ARE VCP, CIP, PVC,SDR 35
PROPERTY LINE`
\ CLEAN OUT
BOX 9 COVER
5' MIN
I LOT LINE
THREADED PLUG
CLEAN OUT BOX
a COVER
3� PER FOOT MIN. SLOPE
PROFILE
450 MAX
6" MINIMUM
CLEAN OUT
TO
BLDG
NOTE: INSTALL CHRISTY 189 OR EQUAL
BOX OVER CLEAN OUT PLUG.
THE WORD"SEWER"MUST. BE
IMPRINTED ON BOX LID.
t
CITY OF SAN MATEO
CALIFORNIA 94403
STANDARD SEWER LATERAL INSTALLATION
DATE
1992
DRAWN BY
RLG
CHECKED
ED
APPROVED
c% /'V
CITY ENG/NEER
CASE
3
DRAWER
1
SET
101
AREV, Ilco
REVISION DEC. 6, 1999
I REVISION SEPT. 15, 1987
REVISION JUNE 28 1989
REVISION JUNE 1, 1988
, Edge of
2-6' Driveway 20'-0" (MAX)
W EAKEND PLANE JOINT
A
VARIABLE
2'-6"
Edge of Driveway
/
Std. Type
A Curb/
Maximum
Driveway Width 25'-O"
PLAN
Note: Concrete shall contain I lb. or I pint
of lamp black per cu. yd.
WEAKENED PLANE JOINT L\
SEE 3-1-141a
Driveway
520-C 2500 Concrete?
5'- 6" /
WEAKENED PLANE JOINT
SEE 3-1-141 a
12" MIN. 24" MAX.
Gutter Width
t
Sloe o Per Foot
.. A ,41.
9"
Compacted
Subgrade
A
i
A
A
t
CUB. GRADE
1e -
_ 1
rr
0
6" Class 2 Aggregate' Base at 95% compaction
or as approved by the Engineer.
SECTION A A
*REQUIRED ONLY WHERE EXISTING A.C. PAVEMENT
IS NOT BEING RECONSTRUCTED AND ONLY FOR
THE PURPOSE OF SETTING UP FORMS AT LIP
OF GUTTER.
Tin
I Note: No drivew4yshallbecorlstructed within three feet of any curb return.
-13.1
Note: When existing concrete improvements are to
be removed and replaced with new driveway
//�� they shall be cut with a concrete saw.
/q� REVISION NOV. 5, 1997 AREV.7.25.02 REVISED 7/90
STANDARD
RESIDENT! ALSANDRIVEWAY APPROACH
DA
1973
DRAWN BY
T L.
CNK. BY
J.G.
APPROVED
CITY ENGINEER
PLAN CASE
3
DRAWER SNEE
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CITY OF SAN MATEO
CALIFORNIA 94403
TYPICAL SECTIONS OF CURB, GUTTER AND SIDEWALK
i
DATE
1996
DRAWN BY
RLG
CHECKED
MC
( CITY ENGINEER
CASE
3
DRAWER
SET
141
Saw Cut
(Typ.)
O.D.+ 121 Min.
O.D. +24"Mox.
( Poy Limits for import
materials and paving 1
NOTE ' 12 Max.
Sow cut side on score marks only
When working over Boy mud: Weight of back fill including pipe and contents
weight of material excavated.
BEDDING CLASSES AND TRENCH BACKFILL MATERIALS
6
Relative
Compaction
Compaction Method
Mechanical Compaction
Mechanical
( Except unimproved areas
may be jetted or with
Engineers approved 1
Are Exceptions
When quarry tines or sand
is used it shall be jetted
or jetted and vibrated.
Jetted
Jetted
shall not exceed
Bedding Class
A-2
A- I
A
A-0
B-2 l
B - I
C
D
Load Factor
4.5
3.2
3.0
2.3
1.9 1 1.5
.5
1.1
0
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Bockfill Materials
O
Street Areas - 2" Asphalt Concrete and 6" 520: A - 2500 Concrete or
8" 520-A - 2500 Concrete
Unimproved Areas - Aggregate Base or Native Material, os directed
by the Engineer
O the
Crushed Aggregate Base or Approved Native Material, as directed by
Engineer.
O
Vibrated Concrete
Crushed Aggregate Bose or Approved Native Material,
except Quorry Fines or Sand for V.C.P. and A.G.P.
O4
Vibrated Concrete
QuorryFnes
or Sand
Crushe
aad Aggregate Bose or
Approved. Natnes ive
SMaterial except
V.C.V.C.P. and A.G.P.
O
Vibrated
Concrete
Quarry Fines
or Sand
or Drain
Rock
Vibrated
Concrete
Quarry Fines or Sond or 3/4"max. crushed rock
STANDARD TRENCH DETAIL
SA-• MATEO, CALIF
DATE
1978
DRAWN BY
G.J.
CHK. BY
EJS
APPRO
PLAN CASE
3
DRAWER
EET
153
1
6"
t
EQUAL
EQUAL
18"
MIN.
6" MIN. ---
r-6" MIN
4' 0" DIA.
SECTION
15"
•
15 GAL. TREE
TREE STAKE t TYP.1 r 2" O X 8'
LODGE POLE PINE STAKE
TREE TAPE: I" X 8 MIL
WATERING BASIN
FINISH GRADE
ROOT BALL
NATIVE SOIL OR
SPECIFIED FILL
NOTES'
I. TREE STAKES SHALL NOT
EXCEED TREE HEIGHT.
2. AVOID DAMAGE TO ROOT BALL
WHEN STAKING
CITY OF SAN MATEO
STANDARD TREE PLANTING
CALIFORNIA 94403
DATE
5/91
DRAWN BY
RLG
CHECKED
OW
APPROVE .L'l G2i•1•f�LtT
CITY E /NEER
CASE
3
DRAWER
1
SET
897
SHEET — OF_
EXISTING MANHOLE
48" I.D. (±)
EXISTING
VCP
NONE SHRINK GROUT
SEE NOTE #3 & #4
NOTES:
1. JACK HAMMER EXISTING MANHOLE BASE AS NECESSARY TO
INSTALL NEW SEWER PIPE AND CHANNELIZE MANHOLE BOTTOM.
2. INSTALL NEW SEWER PIPE WITH MANHOLE WATER STOP RING.
3. GROUT PIPE AND MANHOLE WITH NONE SHRINK GROUT.
4. RE -BENCH MANHOLE CHANNEL AS NECESSARY.
JACK HAMMER
EXISTING MANHOLE
SEE NOTE #1
INSTALL NEW
HDPE PIPE
INSTALL MANHOLE
WATER STOP RING
SEE NOTE #2
HDPE CONNECTION TO EXISTING MANHOLE DETAIL
NOT TO SCALE
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BOOK NO.
DRAWN BY:JWATSON DATE: 9/2002
CHECKED BY: F.E. DATE: 9/2002
SCALE: AS NOTED
PROJECT NO.: 09-90-77.81-75
CASE DRAWER SET
2 19 25
CIT ENGINEER
SHEET 3 OF_4
AS BUILT
Q
C
NORTH
4
Grl
\\
N
MH 327:21
TOP MH +2.75
'MOTT MH -2.06
T".•E.S. -2.53
6'WS. -2.53-�"
G
ct
14
N
N
i
91
rt%Si r' MH j47;20 j
1
•
IJ
\
/n
/
N
N
TOP MH-4-2.96
BOTT MH -3:6
6' E.S.*55
6'W
N
NOTES:
1. MH 327:21 TO MH 327:20 LENGTH PER TV INSPECTION = 260 LF
2. IT APPEARS THAT THERE ARE 10 LATERALS CONNECTED TO THIS SEWER MAIN LINE.
CONTRACTOR SHALL VERIFY AT EACH LOCATION IF SERVICE IS LIVE. AT PROPERTIES
WHERE NO LATERALS ARE SHOWN, CONTRACTOR SHALL GO TO THOSE PROPERTIES
AND LOCATE THE LATERALS. SEE GENERAL NOTES ON SHEET 1 FOR DETAILS.
NORTH
`�
stso
MH 349:03
JOP Mli-1183
BOTT. MH -7.17
10" NS -8.07
10' ssizB.11
NOTES:
1. MH 349:34 TO MH 349:03 LENGTH PER TV INSPECTION = 150 LF
2. CAMERA WAS BLOCKED AT APPROXIMATELY 60' FROM MH 349:34 AND
AT 11' FROM MH 349:03 DURING VIDEO INSPECTION. ONLY 3 SERVICE
CONNECTIONS WERE OBSERVED AT THE APPROXIMATE LOCATIONS
SHOWN. IT APPEARS THAT THERE ARE 6 LATERALS CONNECTED TO
THIS SEWER MAIN LINE. CONTRACTOR SHALL VERIFY AT EACH
LOCATION IF SERVICE IS LIVE. AT PROPERTIES WHERE NO
LATERALS ARE SHOWN, CONTRACTOR SHALL GO TO THOSE
PROPERTIES AND LOCATE THE LATERALS. SEE GENERAL NOTES ON
SHEET 1 FOR DETAILS.
MH 349:03
\C TOP MH+8.93.,
N BOTT: MH -7:17
10" N.S. -6107
10' S.S. 8.11> '
<%\; \
I;,v
TT33
N
/
/
/
NORTH
\
NEW LATERALS:
904 E. GRANT PL.
994 E. GRANT PL.
1031 E. GRANT PL.
1051 E. GRANT PL.
930 E. GRANT PL.
970 E. GRANT PL.
948 E. GRANT PL.
952 E. GRANT PL.
LATERAL @ 1011 16T8 AVE WAS REROUTED.
ORIGINAL LATERAL WAS UNDER FOUNDATIO
MH 370:01
TOP MU 99.00
BOTT. MH 91.00
39" EBW. 86.32
10" N.W.S. 91.07
NOTES:
1. MH 349:03 TO MH 370:01 LENGTH PER DATABASE = 300 LF
2. CAMERA WAS BLOCKED AT APPROXIMATELY 41' FROM MH 370:01 AND AT 53' FROM MH 349:03 DURING VIDEO
INSPECTION. ONLY 1 SERVICE CONNECTION WAS OBSERVED AT THE APPROXIMATE LOCATION SHOWN.
IT APPEARS THAT THERE ARE 12 LATERALS CONNECTED TO THIS SEWER MAIN LINE. CONTRACTOR SHALL
VERIFY AT EACH LOCATION IF SERVICE IS LIVE. AT PROPERTIES WHERE NO LATERALS ARE SHOWN,
CONTRACTOR SHALL GO TO THOSE PROPERTIES AND LOCATE THE LATERALS. SEE GENERAL NOTES ON
SHEET 1 FOR DETAILS.
SANITARY SEWER REPAIR SCHEDULE
UP
MH
DN
MH
EXIST.
SIZE OF
MAIN
(in)
SUMMARY OF REPAIR
DESCRIPTION OF REPAIR
LENGTH (ft)
QUANTITY (ea)
1*
1*
2*
2*
3*
3*
4*
4*
ROW
PUE
ROW
PUE
ROW
PUE
ROW
PUE
ROW
PUE
349:34
349:03
10
150
6
Replace entire sewer main by pipe bursting with 12" HDPE
SDR 17 and reconnect 6 laterals.
349:03
370:01
10
300
12
Replace entire sewer main by pipe bursting with 12" HDPE
SDR 17 and reconnect 12 laterals.
327:21
327:20
6
260
10
Replace entire sewer main by pipe bursting with 8" HDPE
SDR 17 and reconnect 10 laterals.
' Deno es repair is required 1 - Replace existing sanitary sewer main by pipe bursting. 2 - Replacement of existing lateral in conjunction with sewer main replacement by pipe bursting. See repair key on Sheet 1
for more details. Includes repair of curb, gutter, sidewalk, driveway, traffic painting and striping, and pavement markers and legend and all improvements disturbed by this operation. Existing sewer pipes are VCP
unless noted otherwise.
EXISTING IMPROVEMENTS SCHEDULE
UP
MH
DN
MH
LINE LOCATION/
STREET ADDRESS
IMPROVEMENTS/OBSTRUCTIONS NOTED
5' PUE that straddles at
the rear of property lines.
All properties are fenced approximately on the property line. All fences are 6' high redwood, unless otherwise noted.
Existing surface is dirt, unless otherwise noted.
327:21
327:20
904 E. Grant Place
Above the repair location are lawn, a wood shed on wood base at the southeast corner, and wood plant box at the
southwest corner. There is also a joint pole at the southwest corner. MH 327:21 is partially under the fence.
908 E. Grant Place
Above the repair location are lawn, bushes, and a cluster of trees.
914 E. Grant Place
Above the repair location are lawn, bushes, hedges, and a cluster of trees. There is a wood tool box at the southwest
corner.
918 E. Grant Place
Above repair location are brick planter, cluster of trees, lawn, plants, and flowers.
922 E. Grant Place
Above repair location are concrete block planter, cluster of trees, lawn, plants, and flowers. There is also a joint pole at
the southeast corner.
926 E. Grant Place
There are rows of plants above the repair location. MH 327:20 is partially under the fence.
974 E. Grant Place
There are bushes, plants and lawn above the repair bcation. MH 327:20 is partially under the fence.
978 E. Grant Place
There are bushes, plants, brick planter, 12" diameter.tree, and lawn above the repair location.
982 E. Grant Place
There are bushes, plants, brick planter, 12" diameter tree, and decorative rock steps above the repair location.
986 E. Grant Place
There are bushes, plants, wood planter, wood shed on concrete base at the northwest corner, and lawn above the repair
location.
990 E. Grant Place
There are plants, 18" diameter tree, and lawn above the repair location.
994 E. Grant Place
Above repair location are shrubs and dirt. There is a wood shed 6 ' away from the rear fence. MH 327:21 is partially under
the fence.
EXISTING IMPROVEMENTS SCHEDULE
UP
MH
DN
MH
LINE LOCATION/
STREET ADDRESS
IMPROVEMENTS/OBSTRUCTIONS NOTED
10' PUE that straddles at
the side of property lines.
All properties are fenced approximately on the property line. All fences are 6' high redwood, unless otherwise noted.
Existing surface is dirt, unless otherwise noted.
349:34
349:03
1002 Folkstone Avenue
There are wood planter boxes, lawn, brick pavement and wood shed at the southeast corner above the repair location.
1010 Folkstone Avenue
There are plants, shrubs and small trees above the repair location. There is also a brick barbecue fireplace on
concrete/brick base at the southwest corner. Outside the fence towards the street, there are hedges, concrete sidewalk,
curb and gutter, and AC pavement.
349:03
370:01
1003 16th Avenue
Above repair location is concrete pavement that extends towards the concrete sidewalk on the street.
1011 16th Avenue
Above repair location is at the edge of or under the building. Adjacent to the building is concrete pavement that extends
towards the concrete sidewalk on the street.
10' PUE that straddles at
the rear of property lines.
All properties are fenced approximately on the property line. All fences are 6' high redwood, unless otherwise noted.
Existing surface is dirt, unless otherwise noted.
349:34
349:03
1505 Birch Street
There are low trees and lawn above the repair location. There is also a wood shed at the southeast corner.
1509 Birch Street
Above the repair location are toolshed on concrete base, lawn, plants, flowers, low trees, and a 12" diameter tree.
1506 Carlisle Drive
There are 6" diameter trees, plants, and lawn above the repair location. There is also a joint pole at the southwest corner.
1510 Carlisle Drive
There are plants, 8" diameter trees, and brick planter above the repair location.
10' PUE that straddles at
the rear of property lines.
All properties are fenced approximately on the property line. All fences are 6' high redwood, unless otherwise noted.
Existing surface is dirt, unless otherwise noted.
349:03
370:01
1513 Birch Street
Above repair location are plants, lawn, and brick pavement/planter. There is also a wood shed on concrete base at the
northeast corner.
1517 Birch Street
Above repair location are plants, lawn, and brick planter.
1521 Birch Street
There are plants, low trees, cluster of trees, lawn, flowers, and brick planter above the repair area.
1525 Birch Street
There are plants, 6" diameter trees, and lawn above the repair area. There is also a wood shed at the southeast corner.
1526 Carlisle Drive
There are plants, shrubs and lawn above the repair area. There are also a wood shed at the northwest corner and a joint
pole midway.
1522 Carlisle Drive
Above the repair location are plants, shrubs and cluster of trees.
1518 Carlisle Drive
Above the repair location are plants, lawn, shrubs, flowers and 12" diameter tree.
1514 Carlisle Drive
Above the repair location are plants, shrubs, and cluster of trees.
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PROJECT NO.: 09-90-77.81-75
DRAWER
19
SET
25
SHEET 4_DE 4_
AS BUILT