HomeMy WebLinkAboutS-051324REMOVE LOOSENED ASPHALT CONCRETE OR CEMENT CONCRETE PATCH
ASPHALT � BITUMINOUS PLANT MIX MINIb1UM 9° THICK
EX. ASPHALT REPLACEMENT PATCH
PAVEMENTS � � � TRIM VERTICALLY
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NIA.
CONTROL DENSITY FlLL 'I }
�IF-
RIGID PAVEMENT W/ ASPHALT CONCRETE SURFACE
EXISTING ASPHALT CONCRETE W/ PCC BASE
CEMENT CONCRETE PAVEMENT
EXISTING CONCRETE ��
N.TS- 36
N.T_S_
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CEMENT CONCRETE PATCH
REPLACEMENT PATCH TO BE
CONCRETE (2 LIFTS)
MINIMUM 8° THICK FOR
CUT SHALL 8E VERTICAL
EX. CONC.
STREETS &DRIVEWAYS,
AND IN STRAIGHT LINES
PAVEMENT
4° THICK FOR SIDEWALKS
AS DIRECTED
--------------
AND SIDE SEWER LOCATIONS
4°
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h� 6°
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COMPACTED CRUSHED
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SURFACING TOP COURSE
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4°
CONTROL DENSITY FlLL
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_� CONTROL DENSITY FILL
CEMENT CONCRETE PAVEMENT
EXISTING CONCRETE ��
N.TS- 36
MISC. ALLEY &PARKING LOT PATCHING 3
N.T.S. 36
VARIABLE• 6' VARIABLE•
A 7° �� B 7°
= 7 "(TYP)
B
PLAN VIEW
N.T.S. � LENGTH VARIABLE = 3FT. TO fiFT.
ASPHALT CONCRETE
CLASS °B" - PAINTED WHITE
3T� q^ 3-7/4'
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SECTiOiJ A —A SECTION B —B
N.T.S. N.T.S_
BUMP
W8 -1
TWO(2) SIGNS 30 "x30" ON ONE POST, BACK TO BACK,
REQUIRED AT EACH LOCATION.
SPEED BUMP MARKING &SIGNING DE TAII 6
N.T.S. 36
CUT 1:1 UNLESS
OTHERWISE SPECIFED
MIN. 4° ASPHALT
ASPHALT CONC. (3" MIN.)
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CONTRACTOR /N ADVANCE OF ANY CONSTRUCTION ACTIV/PES.
REPLACEMENT PATCH TO BE
CONCRETE (2 LIFTS)
EX. ASPHALT
CONCRETE
1° THICKER THAN PREVIOUSLY
EXISTED. �
12' MINIMUM
FINAL JOINT MUST
�BE SAW -CUT
EX. ASPHALT
FINAL JOINT MUST
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--------------
AND SIDE SEWER LOCATIONS
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h� 6°
6° MIN. CRUSHED
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SURFACING TOP
COURSE
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9. REPLACE ALL DISTURBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD
PLAN 3y F008, DRAWING /f FR05 AND STANDARD PLAN /yF001 "CEMENT CONCRETE
CONTROL DENSITY FlLL
%//
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// F007,. DRAWING J/ FRO2.
MISC. ALLEY &PARKING LOT PATCHING 3
N.T.S. 36
VARIABLE• 6' VARIABLE•
A 7° �� B 7°
= 7 "(TYP)
B
PLAN VIEW
N.T.S. � LENGTH VARIABLE = 3FT. TO fiFT.
ASPHALT CONCRETE
CLASS °B" - PAINTED WHITE
3T� q^ 3-7/4'
� — T r-p
��. �
_l �� J �
SECTiOiJ A —A SECTION B —B
N.T.S. N.T.S_
BUMP
W8 -1
TWO(2) SIGNS 30 "x30" ON ONE POST, BACK TO BACK,
REQUIRED AT EACH LOCATION.
SPEED BUMP MARKING &SIGNING DE TAII 6
N.T.S. 36
CUT 1:1 UNLESS
OTHERWISE SPECIFED
MIN. 4° ASPHALT
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CONTRACTOR /N ADVANCE OF ANY CONSTRUCTION ACTIV/PES.
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CONCRETE (2 LIFTS)
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12' MINIMUM
EX. ASPHALT
FINAL JOINT MUST
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6. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND R/M ELEVATIONS,
AND SIDE SEWER LOCATIONS
CONCRETE
(>3° THICK)
6°
BE SAW -CUT
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20y, � f2��
9. REPLACE ALL DISTURBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD
PLAN 3y F008, DRAWING /f FR05 AND STANDARD PLAN /yF001 "CEMENT CONCRETE
---
10. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE W/TH STANDARD PLAN
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// F007,. DRAWING J/ FRO2.
11. WHERE U17L/TY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT;
F' WgSR03,
INSERT ETHAFOAM HS 600 PLANK -FOAL � ��ARD OR FOUAL AS CLEARANCE
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/
/ 7
6" MIN. CRUSHED
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F�IONAL Ems\
E%PIXES 3/28/03
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3" THICK CLASS B ASPHALT \\
TOP �
� gSPHALT
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2 LIFTS REQUIRED
Y
COURSEING
j
CONTROL DENSITY FILL
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2" TOP COURSE ROCK
/
FILL 1 1/2:7 UNLESS
4" BASE COURSE ROCK
%//
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OTHERWISE SPECIFIED
CONTROL DENSITY FlLL
ARTERIAL STREET
PATCHING ��
AC
ALLEY PAVEMENT
5
N.TS.
36
N.T.s.
36
wwp -ss- orl,�
1. SEE SECTION 7 -18 AND 2 -09 FOR PATCHING AND BACKFILLING SPECIFICATIONS.
2. ALL TRENCHES IN ARTERIAL STREET AREAS SHALL BE BACKFILLED AND PATCHED
WITH TEMPORARY ASPHALT AT THE END OF EACH WORK DAY, UNLESS PERMISSION
IS GRANTED TO DO OTHERWISE BY THE CITY ENGINEER AND TRAFFIC ENGINEER.
3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED
WITHIN (2) WEEKS OF COMPLETION OF WOP.K WITHIN THE ROADWAY AREA.
4. SAW CUTS ON CONCRETE PAVEMENTS SHALL BE MADE NO MORE THAN ONE -
HALF THE DEPTH OF THE EXISTING SLAB.
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S -0513
FOR PAVEMENT RESTORATION
SEE DETAILS
36 THRU 6 HEREIN
8" SANITARY SEWER
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44° � L 6" MIN. CRUSHED SURFACING
r TOP COURSE
F
0 36 THRU 36 HEREIN
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0
U
1 0
PIPE BEDDING MATERIAL
AS SPECIFIED IN 7- 17.3(1)B
FOUNDATION MATERIAL CLASS A
AS DIRECTED BY ENGINEER
1. ALL MATERIALS EXCAVATED FROM THE TRENCH SHALL BE REMOVED, HAULED
AND DISPOSED. EXCAVATION SHALL BE REPLACED WITH FOUNDATION, BEDDING
AND BACKFILL MATER /ALS AS SHOWN /N TRENCH BACKFILL DETAIL AND
COMPACTED IN ACCORDANCE WITH SPECIE /CATIONS.
2. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKF /LLED AND PATCHED
WITH TEMPORARY ASPHALT AT END OF EACH WORK DAY. (ALLEY TO BE
BACKFILLED.)
STORM &SANITARY SEWER
TRENCH BACKFILL DETAIL �
N.T.S. \ .��i /
SHEET NOTES
1. VERTICAL CONTROL DATUM BASED ON USC&GS.
2. U77LlTY CROSS /NG LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE
CONTRACTOR /N ADVANCE OF ANY CONSTRUCTION ACTIV/PES.
3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND
PERMANENTLY REPLACED TO ACCOMODATE SERVICE CONSTRUCTION.
4. STA710NlNG SHOWN IN CENTERLINE OF ROADWAY AS DEFINED BY THE
CONTROL POINTS.
5. MATCH FINISH GRADE WITH ALL MANHOLE LIDS.
6. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND R/M ELEVATIONS,
AND SIDE SEWER LOCATIONS
7. INSTALL SEWER MAIN AND SERVICES A M/N/MUM 2" FROM PARALLEL GAS L1NES
WHERE CONFLICT OCCURS.
8. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 9°
7H/CK (lN ACCORDANCE W/TH STANDARD PLAN /p F006, DRAWING // FR01W.
9. REPLACE ALL DISTURBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD
PLAN 3y F008, DRAWING /f FR05 AND STANDARD PLAN /yF001 "CEMENT CONCRETE
CURB AND GUTTER. °
10. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE W/TH STANDARD PLAN
// F007,. DRAWING J/ FRO2.
11. WHERE U17L/TY PIPE LINE VERTICAL SEPARATION /S LESS THAN (1) ONE FOOT;
F' WgSR03,
INSERT ETHAFOAM HS 600 PLANK -FOAL � ��ARD OR FOUAL AS CLEARANCE
��(
� y�2�T�Po
SEPARAT /ON.
00�"�
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S•O /3 ?�
P t7oati�p RV.
�'�' �OISTEt"' 2�'
F�IONAL Ems\
E%PIXES 3/28/03
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