HomeMy WebLinkAbout201201436.CE.Final Construction Documents.2013-10-18-029�
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GENERAL
THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND
SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE
SELF-SUPPORTING AND STABLE UPON COMPLETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION
PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.
THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.
CONCRETE MIX DESIGN SUBMITTAL
THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE CIVIL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF
CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR
SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETE OTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE
APPROVAL OF THE CIVIL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION:
1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.
2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.
3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER.
4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.
5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.
6. MIXING WATER PROPORTION AND SOURCE.
7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).
8. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).
9. DESIGN SLUMP RANGE.
10. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).
11. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION"
DETERMINATION OUTLINED IN ACI 318.
SHOP DRAWING SUBMITTALS
THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL
PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR
GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY
AND FIT OF WORK.
ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE CIVIL ENGINEER. DRAWINGS
SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.
SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF SHOP DRAWINGS. FOR HARD COPY OPTION, SUBMIT TWO COPIES OF SHOP
DRAWINGS TO THE CIVIL ENGINEER FOR REVIEW (ONE COPY SHALL BE RETAINED BY THE CIVIL ENGINEER). FOR ELECTRONIC
OPTION, SUBMIT SHOP DRAWINGS IN ADOBE PDF FORMAT.
SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:
1. CONCRETE REINFORCEMENT
PRODUCT DATA SUBMITTALS
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL
NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE CIVIL ENGINEER.
SUBMIT HARD COPIES OR ELECTRONIC VERSIONS OF PRODUCT DATA. FOR HARD COPY OPTION, SUBMIT A MINIMUM OF TWO
COPIES OF PRODUCT DATA TO THE CIVIL ENGINEER FOR REVIEW (ONE COPY SHALL BE RETAINED BY THE CIVIL ENGINEER). FOR
ELECTRONIC OPTION, SUBMIT PRODUCT DATA IN ADOBE PDF FORMAT.
1. WATERSTOP
2. CHEMICAL BOND BREAK/ RELEASE AGENT
FOUNDATIONS
FOUNDATION EXCAVATIONS AND SOIL RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT
NUMBER 121N0806 PREPARED BY ALT & WITZIG ENGINEERING DATED JANUARY 18, 2013, / REVISED JANUARY 24, 2013.
FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER. WRITTEN FIELD
REPORTS SHALL BE FORWARDED TO THE CIVIL ENGINEER AS SOON AS THEY BECOME AVAILABLE.
FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT,
SHALL BE REPORTED TO THE CIVIL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED.
EXCAVATIONS FOR SPREAD FOOTINGS, COMBINED FOOTINGS, CONTINUOUS FOOTINGS AND MAT FOUNDATIONS SHALL BE CLEANED
AND HAND TAMPED TO UNIFORM SURFACE AND SHALL BE PROTECTED AND MAINTAINED UNIFORM UNTIL CONCRETE IS PLACED.
RETAINING WALLS
DO NOT BACKFILL AGAINST RETAINING WALLS UNTIL THE CONCRETE (HAS REACHED ITS 28-DAY COMPRESSIVE STRENGTH.
WHERE BACKFILL IS REQUIRED ON BOTH SIDES OF BELOW-GRADE WALLS, BACKFILL EVENLY ON EACH SIDE OF EACH WALL TO
PREVENT UNBALANCED SOIL LOADS AGAINST THE WALL.
MOISTURE CURE RETAINING WALL CONCRETE FOR A MINIMUM OF 7 DAYS.
REPAIRING FORMED SURFACES: IMMEDIATELY AFTER FORM REMOVAL, CUT OUT HONEYCOMBS, ROCK POCKETS, AND VOIDS MORE
THAN 1/2 INCH IN ANY DIMENSION IN SOLID CONCRETE BUT NOT LESS THAN 1 INCH IN DEPTH. MAKE EDGES OF CUTS
PERPENDICULAR TO CONCRETE SURFACE. CLEAN, DAMPEN WITH WATER, AND BRUSH-COAT HOLES AND VOIDS WITH BONDING
AGENT. FILL AND COMPACT WITH PATCHING MORTAR BEFORE BONDING AGENT HAS DRIED. FILL FORM-TIE VOIDS WITH
PATCHING MORTAR.
REPAIR DEFECTS ON SURFACES EXPOSED TO VIEW BY BLENDING WHITE PORTLAND CEMENT AND STANDARD PORTLAND CEMENT
SO THAT, WHEN DRY, PATCHING MORTAR WILL MATCH SURROUNDING COLOR. PATCH A TEST AREA AT INCONSPICUOUS
LOCATIONS TO VERIFY MIXTURE AND COLOR MATCH BEFORE PROCEEDING WITH PATCHING. COMPACT MORTAR IN PLACE AND
STRIKE OFF SLIGHTLY HIGHER THAN SURROUNDING SURFACE. KEEP PATCHED AREAS CONTINUOUSLY MOIST FOR AT LEAST 72
HOURS.
PATCHING MORTAR
MIX DRY-PACK PATCHING MORTAR, CONSISTING OF ONE PART PORTLAND CEMENT TO TWO AND ONE-HALF PARTS FINE
AGGREGATE PASSING A N0. 16 (1.2-MM) SIEVE, USING ONLY ENOUGH WATER FOR HANDLING AND PLACING.
CONCRETE
REINFORCED CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE (ACI 318) AND COMMENTARY (ACI 318R).
MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE SPECIFICATIONS FOR
STRUCTURAL CONCRETE (ACI 301). READY-MIXED CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C94. IN CASE OF
A DISCREPANCY, THE PLANS AND SPECIFICATIONS SHALL GOVERN.
CEM EN T SH ALL CON FORM TO ASTM C15�, TYPE I.
FLY ASH SH ALL CON FORM TO ASTM C618, CLASS C OR F. TH E RATI O OF TH E AM OU N T(BY WEI GH T) OF FLY ASH TO TOTAL
CEMENTITIOUS MATERIALS IN THE MIX SHALL NOT EXCEED 25 PERCENT.
N ORM AL WEI GH T AGGREGATES SH ALL CON FORM TO ASTM C33.
WATER-REDUCING ADMIXTURES SHALL CONFORM TO ASTM C494.
AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260 AND SHALL BE CERTIFIED BY THE MANUFACTURER TO BE
COMPATIBLE WITH OTHER ADMIXTURES.
CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING MORE THAN 0.1 PERCENT CHLORIDE IONS SHALL NOT BE USED.
IN COLD WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN
ACCORDAN CE WI TH TH E LATEST EDI TI ON OF ACI 306R, COLD WEATH ER CON CRETI N G.
IN HOT WEATHER CONDITIONS, MIXING, PLACING, FINISHING, CURING AND PROTECTION OF CONCRETE SHALL BE PERFORMED IN
ACCORDAN CE WI TH TH E LATEST EDI TI ON OF ACI 305R, H OT WEATH ER CON CRETI N G.
USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE
CIVIL ENGINEER FOR REVIEW.
SLUMP FOR PUMPED CONCRETE SHALL BE MEASURED AT POINT OF DISCHARGE.
NORMAL WEIGHT CONCRETE SHALL BE USED IN THE FOLLOWING AREAS AND SHALL HAVE THE PROPERTIES AS SHOWN BELOW:
RETAINING WALLS
1. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI
2. MAXIMUM SLUMP: 4 INCHES
3. MINIMUM CEMENTITIOUS MATERIALS CONTENT: 517 LB./CU. YD.
4. MAXIMUM SLUMP FOR CONCRETE CONTAINING HIGH-RANGE WATER-REDUCING ADMIXTURE:
8 INCHES (AFTER ADMIXTURE IS ADDED TO CONCRETE WITH 2 TO 4 INCH SLUMP).
5. MAXIMUM WATER/CEMENTITIOUS MATERIALS RATIO: 0.45
6. MAXIMUM COARSE AGGREGATE SIZE: 1 INCH
7. AI R CON TEN T:
a. FOOTINGS COMPLETELY EMBEDDED IN SOIL: N/A
b. WALLS: 5.59� +/- 19�
REINFORCING STEEL
REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF
60,000 PSI.
REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING
STANDARDS: ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66).
UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER
OVER REINFORCEMENT AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES
#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES
#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1 /2 INCHES
BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1 /2 INCHES
REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS
OR APPROVED BY THE CIVIL ENGINEER.
WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP.
ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE.
PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS.
LAP SPLICE CORNER BARS WITH STRAIGHT BARS.
UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE
WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS.
CONCRETE TESTING
MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS.
EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED
IN RESERVE TO BE TESTED AT THE DIRECTION OF THE CIVIL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER
CASTING UNLESS DIRECTED OTHERWISE BY THE CIVIL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST
FREEZING.
WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR
SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE
CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT T0, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING
CONCRETE. SPECIAL CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS.
TEST CONCRETE AS FOLLOWS:
SLUMP PER ASTM C143
AI R CON TEN T PER ASTM C231
TEMPERATURE PER ASTM C1064
COMPRESSIVE STRENGTH PER ASTM C31
FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, CIVIL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24
HOURS AFTER TESTING.
COMPA
FILL
��.�� ��.` �„��.��.� ..,,LL KEY WHEN COMPACTED GRANULAR IS
U S E D B E N E A T H F O U N D A T I O N S A S S H O W N
N OTES:
1. PROJECT GEOTECH N I CAL CON SU LTAN T SH ALL REVI EW TH E 5. COM PACTED GRAN U LAR FI LL SH ALL CON S I ST OF
RETAINING WALL FOUNDATION BEARING SOILS PRIOR TO NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF
FOUNDATION PLACEMENT AND SHALL CONFIRM THE NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND
FOLLOWING PROPERTIES: NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT
a. FOR SANDY SOILS: SOIL/FOUNDATION COEFFICIENT LEAST 90 PERCENT PASSING A 1-1/2 -INCH (37.5-MM)
OF FRICTION GREATER THAN OR EQUAL TO 0.30. SIEVE AND NOT MORE THAN 12 PERCENT PASSING A N0.
b. FOR CLAY S01 LS: S01 L/FOU N DATI ON U LTI M ATE 200 (0.075- M M) S I EVE.
ADHESION VALUE OF 800 PSF. 6. SEE RETAINING WALL STRUCTURAL DETAILS FOR
2. WHERE RETAINING WALL FOUNDATION BEARING SOILS DO REINFORCEMENT, DIMENSIONS, AND ADDITIONAL
NOT MEET AT LEAST ONE OF THE TWO ABOVE CRITERIA, CUT INFORMATION.
AND REPLACE FOUNDATION BEARING SOILS IN 7. SEE CIVIL PLANS FOR WALL LOCATIONS, LENGTHS,
ACCORDAN CE WI TH TH I S DETA I L. ELEVATI ON S, GRAD I N G AN D ADD I TI ON AL I N FORM ATI ON.
3. ALL SOILS AND BACKFILL OPERATIONS SHALL BE
INSPECTED AND APPROVED BY THE PROJECT
GEOTECH N I CAL TESTI N G AGEN CY.
4. PLACE BACKFI LL I N LI FTS AN D COM PACT I N
ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND
GEOTECHN I CAL REPORT.
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N OTES:
1. BALAN CE OF WALL/FOOTI N G RE I N FORCEM EN T N OT
SHOWN FOR CLARITY. REFER TO SECTION 1/C706 FOR
I N FOR M ATI ON
2. CEN TER OP EN I N G I N WALL ON CEN TER OF P I PE AT
CEN TER OF WALL
3. POUR 2'-0" X 2'-0" CONCRETE COLLAR AROUND PIPE
(EACH SIDE OF WALL)
SCALE: N ON E
COMPACTED COARSE
GRAN U LAR FI LL BELOW
CLAY LINER
T WALL
PER PLAI
T/GRADE
3'
100-YEAR � G��
739.22 �' � 6"'
� 12 �R k GPQ
�,�N Sp��,
�OQ
2'-0"x2'-0" WRAP
WITH FILTER FABRIC .- -
2� CLR
�
0
�
. ,
,�
�--
.
>.
� FENCING, ANCHOR TO TOP OF
WALL PER MANUFACTURER'S
INSTRUCTIONS
� �4" CHAMFER
NOTE 2
� #5 � 9"
� #4 � 12�
COLORED CONCRETE (COORDINATE
WITH OWNER) WITH RUBBED FACE
3� DIA. PVC WEEPHOLES
� � �
� 10 -0 O.C.
1'-0" ABOVE
INV. GRADE
T GRADE
PER PLAN
_� � • � �-� � �-� � �-� � �-�
� 2'-0� .
"' ROUGHEN' JOINT
�4 � 9 °
Y4� AMPLITUDE
2� CLR T/FTG
� � 734.80'
�' � 4
o: � . .P' . •� 'P • . .� ' � p� .� � ' ' ..
. . �o .
3� CLR
#4 LONGIT. � . �
00 #4 LON GI T.
(6 TOTAL) � .
#4 � 9" O.C.
5'-6� 10� 1'-9� #4 LONGIT.
8�_� �
N OTES:
1.PROVIDE CONTROL JOINTS AT 25'-0" O.C. MAX.
2. WHERE POSTS ARE EMBEDDED IN TOP OF WALL, PROVIDE
#4 CONT. AT TOP OF WALL AT EACH SIDE OF POST
EMBEDMENT
1
SCALE: N ON E C 7 O 6
D I SCON TI I�
ALTERNAT
BARS, U.N
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�OB N 0. 2012. 01436
R EVI SI ON S
3 ADLS/DP 06/04/13
4 TAC 08/16/13
5 COMMENTS 09/10/13
g COMMENTS 09/25/13
7 COMMENTS 10/09/13
SH EET N 0.
OF
2012. 01436. CE.13. C706. SD. d wg