HomeMy WebLinkAbout06-21-2016 Item 14 Council Reading File - 91268 2015 CMP Projectgeneral notes
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 THE CONTRACT IS AWARDED.
ro."/ - rf 1 . Wrd,
THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF 1983
(NAD83), CALIFORNIA COORDINATE SYSTEM (CCS) ZONE 5, EPOCH
1991.35, BASED UPON TIES TO POINTS PUBLISHED IN THE CITY OF
SAN LUIS OBISPO HORIZONTAL CONTROL NETWORK, JANUARY
2007 ADJUSTMENT.
THE VERTICAL DATUM IS THE NORTH AMERICA VERTICAL DATUM
OF 1988 (NAVD88), BASED UPON TIES TO POINTS PUBLISHED IN THE
CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM, JANUARY 2007
ADJUSTMENT.
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LAGUNA LAD
N
0 500 1000 2000
SCALE IN FEET
index to plans
sheet no. description
1 GENERAL NOTES, LOCATION MAP
2 PLAN: BOND - KENTUCKY
T M °NTH I 3 PLAN: SANTA YNEZ - LOOMIS
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Reference Documents:
City Standard Specifications - January 2016 Edition
City Engineering Standards - January 2016 Edition
san luis Obispo county, California
CMP REPLACEMENTS 2015
• Bond - Kentucky
• Santa Ynez - Loomis
• Foothill - Carpenter
SPECIFICATION NO.
APPROVED BY
Barbara Lynch
City Engineer
R.C.E. C053418
91268
DATE
JUNE 2016
FILE NO. /LOCATION
SHEET
1 OF 4
•
•.
317.42 FL
317.63 FL
318.06 FL
(N) 6" CURB
N�
N 2303882.96
E 5768247.58
CENTER OF CURB
RADIUS= 15'
NOTE: TAKE CARE TO NOT
DISTURB (E) LANDSCAPING
OUTSIDE OF RIGHT -OF -WAY.
318.12 FL
(E) LANDSCAPING
318.06 FS
� r
318.61 TC 319.50 TC MATCH (E) 0
318.31 FS (319.50 FS)
3 4
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0000 goo 0 0
,zzzzzzzzzz 9%
11.4%
12" WIDE BORDER WITH
%a" GROOVES APPROX.
18.6 O.C., TYP. 0
9.7% FH
di
CURB 318.20 TC
317.70 FL 317.75 FL
i 2.8' i 2.0'
3.25' i � W i.0 4.5' �1� 5.5'
RAMP DETAIL
SCALE: 1" = 5'
10' -5"
6" THICK AC
PAVEMENT
BACKFILL TRENCH WITH 1 -SACK
SLURRY OR CLASS II AGGREGATE
BASE AT 95% COMPACTION
Know what's below.
Call before you dig.
33' -3"
3' 3'
2%- 2% _
10.5'
CASE D
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316.81 FL
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317.42 FL
317.63 FL
318.06 FL
(N) 6" CURB
N�
N 2303882.96
E 5768247.58
CENTER OF CURB
RADIUS= 15'
NOTE: TAKE CARE TO NOT
DISTURB (E) LANDSCAPING
OUTSIDE OF RIGHT -OF -WAY.
318.12 FL
(E) LANDSCAPING
318.06 FS
� r
318.61 TC 319.50 TC MATCH (E) 0
318.31 FS (319.50 FS)
3 4
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0000 goo 0 0
,zzzzzzzzzz 9%
11.4%
12" WIDE BORDER WITH
%a" GROOVES APPROX.
18.6 O.C., TYP. 0
9.7% FH
di
CURB 318.20 TC
317.70 FL 317.75 FL
i 2.8' i 2.0'
3.25' i � W i.0 4.5' �1� 5.5'
RAMP DETAIL
SCALE: 1" = 5'
10' -5"
6" THICK AC
PAVEMENT
BACKFILL TRENCH WITH 1 -SACK
SLURRY OR CLASS II AGGREGATE
BASE AT 95% COMPACTION
Know what's below.
Call before you dig.
33' -3"
3' 3'
2%- 2% _
10.5'
CASE D
\--6" THICK CLASS 2
co AGGREGATE BASE
95% COMPACTION
SCARIFY AND COMPACT
6" OF SUBGRADE TO
95% COMPACTION
REMOVE (E) 18" CMP
STORM DRAIN PIPE
SECTION A -A
SCALE: 1" = 5'
m
ii
19.22 TC) MATCH (E) m
(318.72 FS) m
U
O
0
(E) AC
PAVEMENT
CONSTRUCTION LEGEND
REMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANS
PER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.
REMOVE AND REPLACE (E) ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS.
CONSTRUCTION NOTES
1O REMOVE (E) AC PAVEMENT AND REPLACE WITH (N) PCC CROSS GUTTER PER ENGINEERING STANDARD
4310, GRADES MODIFIED AS SHOWN PER PLAN AND SECTION A -A THIS SHEET. CONTRACT PRICE
INCLUDES REMOVING (E) PCC CURB & GUTTER AND CONSTRUCTING (N) PCC CURB & GUTTER PER
ENGINEERING STANDARD 4030 AS SHOWN ON PLANS.
2O REMOVE (E) 18" CMP STORM DRAIN PIPE & BOX PER SECTION A -A THIS SHEET. REMOVE (E) STORM DRAIN
MANHOLE PER ENGINEERING STANDARD 6050.
3O PROTECT IN PLACE (UTILITY POLES THIS SHEET).
OREMOVE (E) AC & BASE TO ACCOMMODATE A 12" STRUCTURAL PAVING SECTION. PROVIDE 6" THICK AC
PAVING OVER 6" THICK AGGREGATE BASE PER SECTION A -A AND PLAN. SAW -CUT ALONG (E) TRENCH
LINES AS SHOWN FOR PAVING SOUTH OF CROSS GUTTER.
4A GRADE ADJUST UTILITY COVER PER ENGINEERING STANDARD 6040.
ORELOCATE (E) STOP SIGN AS SHOWN PER ENGINEERING STANDARD 7210. INSTALL (E) SIGN ON (N) POST.
OREPLACE (E) WATER METER BOX & LID WITH (N) BOX & LID PER ENGINEERING STANDARD 6210.
OREMOVE (E) PCC SIDEWALK AND REPLACE WITH (N) PCC SIDEWALK PER ENGINEERING STANDARD 4110.
INSTALL (N) CURB RAMP PER DETAIL THIS SHEET, ENGINEERING STANDARD 4440 AND CALTRANS
STANDARD PLAN A88A, CASE D.
O8 PAINT (N) CURB RETURN RED.
O9 REMOVE (E) STOP BAR & LEGEND AND RELOCATE AS SHOWN.
I I I 1
>n I N
II I I SCALE: 1 " =10'
w I I I I
I 0 10 20
LL
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1 01
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3: w I I I N 2303897. 2
E 5768233 5
I I 1 2.0 317.52 FS
I N 2303890.14 I I I I I -MATCH (E)
E 5768192.73 1 (317.02) FLI
I H E 1 A 4A 1
MAT O AC CURB
315.73 FS
315.23 F 34.91 ao
1 8 L 1
314.60 IN
WV I
N 2303885.00 ld a, I 31694 FS NOTE: SEE RAMP DETAIL THIS SHEET
E 5768176.61 L r\ I 1 i FOR MORE INFORMATION.
CENTER OF CURB Ca I 6 3
RADIUS= 15'
4 I- - - I 7 2
N 2303870.13 (E) PCC BOX 314.41 FS / 8 I ° uP
3 / / ° 314.14
� � (E) SHRUBBERY----------_ E 5768171.97 -
• / I 316.50 �
FS �° MATCH (E)
- -OHW- - - - -0 - MATCH (E) 312.11 FS 2 i�, 1 316.78- 2 W- HW ---- OHW--- (311_6)WFL I i cyH 77FS
0 W- W j -FS - a a HW-° -
OHW - �• ° a -OHW- - - - -OHW-
_ m ° - --
�1n(E�° 18 °CMP_ p 317 1° DMH ° �< 1 -OHW- - - - -OHW-
f Fk�°
°aI a
_ _ 1 314.0
- - - - G - -(E) 3" GAS - - - 0 G - - - - G - - - G 313. 8 - G - - - - FIL I FL6.44 1 I 5 I 319.22 FS MATCH (E)
cli IG 316.50 G - - G - - - (318.72) FL
313.44 314.11 I I - -� - - - - -G - - - - _ - -
FS 2 FL
(E) 4" WATER FS FS I FS 7.05 317.79 TG I (E N 3"
2303867.52
I I
-
- W - - - - - W - - - - 4A 4 314.25 INV I o
- W - - - - - - - - - - - - - - - - - I WV ( ) E 5768263.83
4.2' - - - o
E trench li e I
79.0'f
106.0'
I I - _ _
< I I A ��W - - - - - W- - - -W - - - - W -- - WV -- (E) 8" WATER
O I WV ° - -fin/- - - - -W- - - - -W- - - - - //-
I 315.36 SMHI I 9
S _ - - - -S -(E) 6' -SEWER
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1 � � 317.41
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LA
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W
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16'
-9"
-
\--6" THICK CLASS 2
co AGGREGATE BASE
95% COMPACTION
SCARIFY AND COMPACT
6" OF SUBGRADE TO
95% COMPACTION
REMOVE (E) 18" CMP
STORM DRAIN PIPE
SECTION A -A
SCALE: 1" = 5'
m
ii
19.22 TC) MATCH (E) m
(318.72 FS) m
U
O
0
(E) AC
PAVEMENT
CONSTRUCTION LEGEND
REMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANS
PER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.
REMOVE AND REPLACE (E) ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS.
CONSTRUCTION NOTES
1O REMOVE (E) AC PAVEMENT AND REPLACE WITH (N) PCC CROSS GUTTER PER ENGINEERING STANDARD
4310, GRADES MODIFIED AS SHOWN PER PLAN AND SECTION A -A THIS SHEET. CONTRACT PRICE
INCLUDES REMOVING (E) PCC CURB & GUTTER AND CONSTRUCTING (N) PCC CURB & GUTTER PER
ENGINEERING STANDARD 4030 AS SHOWN ON PLANS.
2O REMOVE (E) 18" CMP STORM DRAIN PIPE & BOX PER SECTION A -A THIS SHEET. REMOVE (E) STORM DRAIN
MANHOLE PER ENGINEERING STANDARD 6050.
3O PROTECT IN PLACE (UTILITY POLES THIS SHEET).
OREMOVE (E) AC & BASE TO ACCOMMODATE A 12" STRUCTURAL PAVING SECTION. PROVIDE 6" THICK AC
PAVING OVER 6" THICK AGGREGATE BASE PER SECTION A -A AND PLAN. SAW -CUT ALONG (E) TRENCH
LINES AS SHOWN FOR PAVING SOUTH OF CROSS GUTTER.
4A GRADE ADJUST UTILITY COVER PER ENGINEERING STANDARD 6040.
ORELOCATE (E) STOP SIGN AS SHOWN PER ENGINEERING STANDARD 7210. INSTALL (E) SIGN ON (N) POST.
OREPLACE (E) WATER METER BOX & LID WITH (N) BOX & LID PER ENGINEERING STANDARD 6210.
OREMOVE (E) PCC SIDEWALK AND REPLACE WITH (N) PCC SIDEWALK PER ENGINEERING STANDARD 4110.
INSTALL (N) CURB RAMP PER DETAIL THIS SHEET, ENGINEERING STANDARD 4440 AND CALTRANS
STANDARD PLAN A88A, CASE D.
O8 PAINT (N) CURB RETURN RED.
O9 REMOVE (E) STOP BAR & LEGEND AND RELOCATE AS SHOWN.
I I I 1
>n I N
II I I SCALE: 1 " =10'
w I I I I
I 0 10 20
LL
I I
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I �
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I � �
Li I < U I
W 1 < < nl
1 01
00 L'i
1 UI
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3: w I I I N 2303897. 2
E 5768233 5
I I 1 2.0 317.52 FS
I N 2303890.14 I I I I I -MATCH (E)
E 5768192.73 1 (317.02) FLI
I H E 1 A 4A 1
MAT O AC CURB
315.73 FS
315.23 F 34.91 ao
1 8 L 1
314.60 IN
WV I
N 2303885.00 ld a, I 31694 FS NOTE: SEE RAMP DETAIL THIS SHEET
E 5768176.61 L r\ I 1 i FOR MORE INFORMATION.
CENTER OF CURB Ca I 6 3
RADIUS= 15'
4 I- - - I 7 2
N 2303870.13 (E) PCC BOX 314.41 FS / 8 I ° uP
3 / / ° 314.14
� � (E) SHRUBBERY----------_ E 5768171.97 -
• / I 316.50 �
FS �° MATCH (E)
- -OHW- - - - -0 - MATCH (E) 312.11 FS 2 i�, 1 316.78- 2 W- HW ---- OHW--- (311_6)WFL I i cyH 77FS
0 W- W j -FS - a a HW-° -
OHW - �• ° a -OHW- - - - -OHW-
_ m ° - --
�1n(E�° 18 °CMP_ p 317 1° DMH ° �< 1 -OHW- - - - -OHW-
f Fk�°
°aI a
_ _ 1 314.0
- - - - G - -(E) 3" GAS - - - 0 G - - - - G - - - G 313. 8 - G - - - - FIL I FL6.44 1 I 5 I 319.22 FS MATCH (E)
cli IG 316.50 G - - G - - - (318.72) FL
313.44 314.11 I I - -� - - - - -G - - - - _ - -
FS 2 FL
(E) 4" WATER FS FS I FS 7.05 317.79 TG I (E N 3"
2303867.52
I I
-
- W - - - - - W - - - - 4A 4 314.25 INV I o
- W - - - - - - - - - - - - - - - - - I WV ( ) E 5768263.83
4.2' - - - o
E trench li e I
79.0'f
106.0'
I I - _ _
< I I A ��W - - - - - W- - - -W - - - - W -- - WV -- (E) 8" WATER
O I WV ° - -fin/- - - - -W- - - - -W- - - - - //-
I 315.36 SMHI I 9
S _ - - - -S -(E) 6' -SEWER
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1 � � 317.41
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DRAWN BY:
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CHECKED BY:
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APPROVED BY:
BL
SCALE:
AS NOTED
DATE
JUNE 2016
CITY SPECIFICATION NO.
91268
SHEET NO.
2of4
Know what's below.
Cell before you dig.
CONSTRUCTION LEGEND
REMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANS
PER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.
REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS.
PROFILE ACROSS SANTA YNEZ
W
(N) CATCH BASIN
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MATCH (E)
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323
323
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22
SLOPE 1.1 %
SLOPE 1.0% ±
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ORM DRAIN,
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6030 FOR
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PROFILE ACROSS SANTA YNEZ
PROFILE ACROSS LOOMIS
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CONSTRUCTION NOTES
0 PROTECT IN PLACE.
7A REMOVE (E) PCC SIDEWALK AND REPLACE WITH (N) PCC SIDEWALK PER ENGINEERING STANDARD 4110
10 REMOVE (E) STORM DRAIN STRUCTURE AND INSTALL (N) CATCH BASIN PER ENGINEERING STANDARD
3360, CURB FACE OPENING PER PLAN. CONNECT (E) STORM DRAIN PIPE TO (N) STRUCTURE AND
CUT /REMOVE PORTION OF PIPE THAT INTERFERES WITH THE (N) STRUCTURE. GROUT BETWEEN PIPE
AND STRUCTURE. PRIOR TO CONSTRUCTION, VERIFY LOCATION AND DEPTH OF NEARBY GAS LINE.
COORDINATE WITH UTILITY COMPANY TO RELOCATE AS NECESSARY. CONTRACT PRICE INCLUDES
REMOVING AND REPLACING CURB, GUTTER & SIDEWALK AS SHOWN ON PLANS.
11 REMOVE (E) AC PAVEMENT AND REPLACE PER ENGINEERING STANDARD 6025.
12 REMOVE (E) 24" CMP AND INSTALL (N) 24" HDPE PIPE, REALIGN PER PLAN AND CONNECT TO (N) CATCH
BASIN AND (E) HEADWALL PER ENGINEERING STANDARD 3540 AS SHOWN. TRENCH SECTION SHALL BE
PER ENGINEERING STANDARD 6025 AT PAVEMENT AND 6030 AT NON -PAVED AREA.
13 PROVIDE 24" HDPE FLARED END SECTION.
13 PLACE HYDROSEED AND JUTE NETTING OR APPROVED EQUAL FOR DISTURBED SOIL AT SLOPED
EMBANKMENT. I I I 1
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14 REMOVE (E) METAL GUARD RAILING AS NECESSARY TO ACCESS JUNCTION BOX. RESTORE RAILING TO
ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION IN AREA. MAINTAIN TEMPORARY
BARRICADES.
14 REMOVE (E) CITY CHAIN -LINK FENCE AS NECESSARY TO ACCESS JUNCTION BOX. RESTORE FENCE TO
ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION IN AREA.
15 CONTRACTOR SHALL LOCATE AND REMOVE (E) JUNCTION BOX PRIOR TO STORM DRAIN INSTALLATION.
16 INSTALL (N) STORM DRAIN MANHOLE PER ENGINEERING STANDARD 3520. INVERTS AND MANHOLE SIZE
(APX. 10.5' DEEP) SHALL BE VERIFIED PRIOR TO MANUFACTURING AND INSTALLATION. (N) MANHOLE LID
SHALL BE AT OR SLIGHTLY ABOVE GRADE. RECONNECT (E) 18" CMP TO (N) MANHOLE.
17 RESTORE DISTURBED STRIPING AND PAVEMENT MARKINGS.
24 REMOVE (E) TREE AND GRIND STUMP TO 2 FEET BELOW GRADE. PLACE NEW TREE PER ENGINEERING
STANDARD 8250.
0 PRUNE (E) TREE PER CITY ARBORIST AS NECESSARY TO ACCESS CONSTRUCTION AREA.
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
DA
APPROVED BY:
BL
SCALE: H: 1" = 10'
V:1 " =2'
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DATE:
JUNE 2016
CITY SPECIFICATION NO.
91268
PLAN FILE NO. / LOCATION
SHEET NO.
3of4
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CONSTRUCTION NOTES
0 PROTECT IN PLACE.
7A REMOVE (E) PCC SIDEWALK AND REPLACE WITH (N) PCC SIDEWALK PER ENGINEERING STANDARD 4110
10 REMOVE (E) STORM DRAIN STRUCTURE AND INSTALL (N) CATCH BASIN PER ENGINEERING STANDARD
3360, CURB FACE OPENING PER PLAN. CONNECT (E) STORM DRAIN PIPE TO (N) STRUCTURE AND
CUT /REMOVE PORTION OF PIPE THAT INTERFERES WITH THE (N) STRUCTURE. GROUT BETWEEN PIPE
AND STRUCTURE. PRIOR TO CONSTRUCTION, VERIFY LOCATION AND DEPTH OF NEARBY GAS LINE.
COORDINATE WITH UTILITY COMPANY TO RELOCATE AS NECESSARY. CONTRACT PRICE INCLUDES
REMOVING AND REPLACING CURB, GUTTER & SIDEWALK AS SHOWN ON PLANS.
11 REMOVE (E) AC PAVEMENT AND REPLACE PER ENGINEERING STANDARD 6025.
12 REMOVE (E) 24" CMP AND INSTALL (N) 24" HDPE PIPE, REALIGN PER PLAN AND CONNECT TO (N) CATCH
BASIN AND (E) HEADWALL PER ENGINEERING STANDARD 3540 AS SHOWN. TRENCH SECTION SHALL BE
PER ENGINEERING STANDARD 6025 AT PAVEMENT AND 6030 AT NON -PAVED AREA.
13 PROVIDE 24" HDPE FLARED END SECTION.
13 PLACE HYDROSEED AND JUTE NETTING OR APPROVED EQUAL FOR DISTURBED SOIL AT SLOPED
EMBANKMENT. I I I 1
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14 REMOVE (E) METAL GUARD RAILING AS NECESSARY TO ACCESS JUNCTION BOX. RESTORE RAILING TO
ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION IN AREA. MAINTAIN TEMPORARY
BARRICADES.
14 REMOVE (E) CITY CHAIN -LINK FENCE AS NECESSARY TO ACCESS JUNCTION BOX. RESTORE FENCE TO
ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION IN AREA.
15 CONTRACTOR SHALL LOCATE AND REMOVE (E) JUNCTION BOX PRIOR TO STORM DRAIN INSTALLATION.
16 INSTALL (N) STORM DRAIN MANHOLE PER ENGINEERING STANDARD 3520. INVERTS AND MANHOLE SIZE
(APX. 10.5' DEEP) SHALL BE VERIFIED PRIOR TO MANUFACTURING AND INSTALLATION. (N) MANHOLE LID
SHALL BE AT OR SLIGHTLY ABOVE GRADE. RECONNECT (E) 18" CMP TO (N) MANHOLE.
17 RESTORE DISTURBED STRIPING AND PAVEMENT MARKINGS.
24 REMOVE (E) TREE AND GRIND STUMP TO 2 FEET BELOW GRADE. PLACE NEW TREE PER ENGINEERING
STANDARD 8250.
0 PRUNE (E) TREE PER CITY ARBORIST AS NECESSARY TO ACCESS CONSTRUCTION AREA.
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DATE:
JUNE 2016
CITY SPECIFICATION NO.
91268
PLAN FILE NO. / LOCATION
SHEET NO.
3of4
NOTE: SEE SPECIAL PROVISIONS
FOR MORE INFORMATION .
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4X4 W4.0/4.0 WELDED
WIRE FABRIC
TACK WELD TO CULVERT
EVERY 8" TRANSVERSELY
AND 30" LONGITUDINALLY
1
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(E) 54" CMP
10:1 SLOPE MIN.
MINOR CONCRETE
(INVERT PAVING)
2" MIN. ABOVE
CORRUGATION
FILL VOID OF SCOURED
INVERT WITH MINOR CONCRETE
(INVERT PAVING)
VARIES VARIES
PAVED INVERT DETAIL
SCALE: 1" = 2'
CONSTRUCTION LEGEND
REMOVE (E) CURB & GUTTER OR CURB, GUTTER & SIDEWALK AND REPLACE AS SHOWN ON THE PLANS
PER ENGINEERING STANDARDS 4030 OR 4110 AS APPROPRIATE.
REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT AS SHOWN ON THE PLANS AND PER
CITY OF SAN LUIS OBISPO STANDARD DETAIL 6020.
PROFILE AT FOOTHILL - CARPENTER
Know what's below.
Call before you dig.
MATCH (E)
279.05) TC
278.55) FL
278.75 RIM
275.45 INV
N 2304497.95
E 5767291.88 Q
W= 4.0' 'n
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CONSTRUCTION NOTES
OPROTECT IN PLACE.
11 REMOVE (E) AC PAVEMENT AND REPLACE PER ENGINEERING STANDARD 6025.
17 RESTORE DISTURBED STRIPING AND PAVEMENT MARKINGS.
18 RELOCATE (E) 1" COPPER WATER LATERAL PER ENGINEERING STANDARD 6210. VERIFY LOCATION WITH
ENGINEER PRIOR TO INSTALLATION. REPLACE (E) WATER METER BOX AND LID WITH (N) BOX AND LID.
S REMOVE (E) STORM DRAIN STRUCTURE AND INSTALL (N) CATCH BASIN PER ENGINEERING STANDARD
3355, CURB FACE OPENING PER PLAN. CONNECT (N) STORM DRAIN PIPE TO (N) STRUCTURE. PRIOR TO
CONSTRUCTION, VERIFY LOCATION AND DEPTH OF NEARBY GAS LINE. COORDINATE WITH UTILITY
COMPANY TO RELOCATE AS NECESSARY. CONTRACT PRICE INCLUDES REMOVING AND REPLACING
CURB, GUTTER & SIDEWALK AS SHOWN ON PLANS AND (N) AC PAVEMENT (NOTE 11) AS SHOWN ON
PLANS.
20 REMOVE (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE. TRENCH SECTION SHALL BE PER
ENGINEERING STANDARD 6025, WITH 12" AC OVER 1 -SACK SLURRY BACKFILL. REALIGN AT CARPENTER
AS SHOWN, INSTALL 45° BEND. CAUTION: UTILITY LINES CROSS (N) STORM DRAIN LINE ON FOOTHILL.
VERIFY CLEARANCE PRIOR TO CONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE AS
NECESSARY.
21 ABANDON (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE PER PLAN. TRENCH SECTION SHALL BE
PER ENGINEERING STANDARD 6025, WITH 12" AC OVER 1 -SACK SLURRY BACKFILL. CAUTION: GAS LINE IN
AREA RUNS PARALLEL TO (N) STORM DRAIN ON CARPENTER. VERIFY CLEARANCE PRIOR TO
CONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE AS NECESSARY.
22 CONNECT (N) PIPE TO (E) 54" CMP STORM DRAIN, INSTALL GROUT COLLAR AT CONNECTION.
23 CONTRACTOR TO INSPECT CONDITION OF (E) 54" CMP STORM DRAIN AT MANDATORY PRE -BID
WALK- THROUGH. REHABILITATE BOTTOM OF. PIPE UNDER STREET AND EASTERLY SIDEWALK (42') PER
PAVED INVERT DETAIL THIS SHEET. (,n
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NOTE 22
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CONSTRUCTION
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FOR CONNECTION
REHABILITATE BOTTON OF
INV
3?±267.1
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PER PA ED INVERT DETAIL
PROFILE AT FOOTHILL - CARPENTER
Know what's below.
Call before you dig.
MATCH (E)
279.05) TC
278.55) FL
278.75 RIM
275.45 INV
N 2304497.95
E 5767291.88 Q
W= 4.0' 'n
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CONSTRUCTION NOTES
OPROTECT IN PLACE.
11 REMOVE (E) AC PAVEMENT AND REPLACE PER ENGINEERING STANDARD 6025.
17 RESTORE DISTURBED STRIPING AND PAVEMENT MARKINGS.
18 RELOCATE (E) 1" COPPER WATER LATERAL PER ENGINEERING STANDARD 6210. VERIFY LOCATION WITH
ENGINEER PRIOR TO INSTALLATION. REPLACE (E) WATER METER BOX AND LID WITH (N) BOX AND LID.
S REMOVE (E) STORM DRAIN STRUCTURE AND INSTALL (N) CATCH BASIN PER ENGINEERING STANDARD
3355, CURB FACE OPENING PER PLAN. CONNECT (N) STORM DRAIN PIPE TO (N) STRUCTURE. PRIOR TO
CONSTRUCTION, VERIFY LOCATION AND DEPTH OF NEARBY GAS LINE. COORDINATE WITH UTILITY
COMPANY TO RELOCATE AS NECESSARY. CONTRACT PRICE INCLUDES REMOVING AND REPLACING
CURB, GUTTER & SIDEWALK AS SHOWN ON PLANS AND (N) AC PAVEMENT (NOTE 11) AS SHOWN ON
PLANS.
20 REMOVE (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE. TRENCH SECTION SHALL BE PER
ENGINEERING STANDARD 6025, WITH 12" AC OVER 1 -SACK SLURRY BACKFILL. REALIGN AT CARPENTER
AS SHOWN, INSTALL 45° BEND. CAUTION: UTILITY LINES CROSS (N) STORM DRAIN LINE ON FOOTHILL.
VERIFY CLEARANCE PRIOR TO CONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE AS
NECESSARY.
21 ABANDON (E) 12" CMP AS SHOWN AND INSTALL (N) 12" HDPE PIPE PER PLAN. TRENCH SECTION SHALL BE
PER ENGINEERING STANDARD 6025, WITH 12" AC OVER 1 -SACK SLURRY BACKFILL. CAUTION: GAS LINE IN
AREA RUNS PARALLEL TO (N) STORM DRAIN ON CARPENTER. VERIFY CLEARANCE PRIOR TO
CONSTRUCTION. COORDINATE WITH UTILITY COMPANY TO RELOCATE AS NECESSARY.
22 CONNECT (N) PIPE TO (E) 54" CMP STORM DRAIN, INSTALL GROUT COLLAR AT CONNECTION.
23 CONTRACTOR TO INSPECT CONDITION OF (E) 54" CMP STORM DRAIN AT MANDATORY PRE -BID
WALK- THROUGH. REHABILITATE BOTTOM OF. PIPE UNDER STREET AND EASTERLY SIDEWALK (42') PER
PAVED INVERT DETAIL THIS SHEET. (,n
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6" UNION
OIL GAS FUEL LINE
(26" COVER)
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
DA
APPROVED BY:
BL
SCALE: H: 1" = 10'
V:1 " =2'
DATE:
JUNE 2016
CITY SPECIFICATION NO.
91268
PLAN FILE NO. / LOCATION
SHEET NO.
4 af4
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DESIGNED BY:
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DRAWN BY:
PS /JL
CHECKED BY:
DA
APPROVED BY:
BL
SCALE: H: 1" = 10'
V:1 " =2'
DATE:
JUNE 2016
CITY SPECIFICATION NO.
91268
PLAN FILE NO. / LOCATION
SHEET NO.
4 af4
Lu
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DESIGNED BY:
JL
DRAWN BY:
PS /JL
CHECKED BY:
DA
APPROVED BY:
BL
SCALE: H: 1" = 10'
V:1 " =2'
DATE:
JUNE 2016
CITY SPECIFICATION NO.
91268
PLAN FILE NO. / LOCATION
SHEET NO.
4 af4