HomeMy WebLinkAboutS-070506GENERAL STRUCTURAL NOTES
e5
STRUCTURAL DESIGN
Sl 17,616N CODE DES($# IS /N ACCORDANCE WIT# THE LATEST E/OITION OF THE U,1I/F02M RUILD/M6 GOOF
EXCEPT W11E2E OrHE2 APPLICABLE CODES OR THE F0LLOW1A(6 NOTES ARE MORE RESTRICT /VE_
S DfS768 LIVE LOADS_
A. FLOOR AREAS:
(1) 0PE2AT/N6 FLOORS (FLOORS ON 010 MACHINERIES MAY BE DISAr(EMRL ED) - /60 PSF
(2) EN61NE Room - 2 SU PSF
(3) SIDE WALKS - 250 PSF
(4) AVLOA13IN6 AREAS - 2% TON 7ZUC,r OR /00 PSF
(S) OTHEe AREAS - /AD PSF
-B. 6RAT14'6S, CNECAERFD PLATES, AND HATCHES - SAME LOADING AS ADJACENT HODA AREAS_
C_ STA IRS - l00 PSF
D. RooF - 25 PSF
C6
E. W /NlO /S PSF
F. CRANE SYSTEM - IN ACCORDANCE WIT# 4150 SECT. 10 (C) e (D) C7
6_ SEISMIC LOADIV6 - ZOA/E IT
S3 GIVE LOAD $16 LIVE LOAD S16NS SNAIL BE PQOVIDEO W AREAS WERE 7ME LIVE LOADS #AVE
BEEN SPECIFICALLY NOTED ON THE DRAW/N65, SIGNS SHALL BE As REQuliev) IN rHE SPEC /F /CAT /OWS.
S4 CONSTRUCTION J0bVrs. LOC4 710NS OF ALL CONSrR.UCr /DN .101V-S SHALL NAVE T& APPROVAL OF C8
THE EN6 1NEEQ. 11V WATERTIGHT STRUCTURESt PVC WATERST•oPS GALL BE PROVIDED /N T/YE
e"STRUCrioN JO/Nrs. CONSrRUCT/ON JOINTS SHALL BE AS DETA /LED ON THE DRAW /NUS,
C9
C/0
STEEL e//
S51 BODES ANp ShECtF/CATtO/YS. STEEL CONSTRUCT /0N SHALL CONFORM To TIME SPEUFICATION AN/D
STANDARDS AS LaNrA /N /N THE LATEST EDITION OF THE A /SC STEEL CONSTZOCTIO/V MANUAL- C/2
SS2 MATERIAL_ ALL STRUCTUeAL SHAPES, SARS? PLATES, AA(ID SfIEETS INDICATED ON THE /DRAW1,V6
SMALL ISE STEEL MEEP1,161 ASTM A-7 SPECIFICATIONS.
SS3- WELDINd- _ALL WFUMV6 SHALL CONFORM TO A -W S. CODE FOR AEC AID CAS WELD196 /N BLDG.
,CONSTRUCT /O
954 ENCASED STEEL. STEEL COMPLETELY ENCASED /N COA/CRETG SHALL NOT BE 644VMIZED 04 C13
PAINTED AND SHALL 11AVE A CLEAN SURFACE FOR BONDING CONCRETE WHEN /r IS CAST
SSS PA /NTIA(G_ ST`RUCrVR41_ STEEL SHALL ICE PAINTED IN ACCORDANCE WITY SPEUF/CAr/On(S. C/4
ALUMINUM
A 1 !; fC /F1CAT/OA(S AND COAEL ALUMINUM CoMfr OCT /ON SHALL BE IN ACCDRDAMCE W/TN 4SCE "S
9E0F/C47-10419 F02 STRUCTURES OF ALUM /NUM ALLOY 6061-76 CIS
AAFEK K4,61 E CODE- 44WCRE7F CONSTRUCT /DN : *4 LL 60NA0ZAf TD Thy LATEST Ela/770N OF 7 E AC I
, 411LDIA16 CODE (AC/- 3/B).
RE-STL QfTA /LS_ ALL DETA /L1/V4, mse /CAI /dN AND ERECTloA, OF.QEINFOQCIN6 RA,¢S� UNLESS
OrNE2W /SE NOTED, SMALL ISE /N ACCORDANCE WITH M4N04L OF - D"UDAQD PR4C7'10E FOZ 0,fr4/L /NB
REINFORCE/D COA/CRETC STRUGTUQES AC/ -&/S LATEST' ED /T /0M
DES 16N 1 FR ESSES_
A. CONCRETE, 3,OX PS/ UL7'MArE COMPRESS /VE STRESS A7 28 /SAYS.
8. RE/NFOR01V6 STEEL
(l) TENSION DOE TO FL ENURE, WrFRMED /ATE GRADE - 20, 000 PSI
�2) COLUMN k6tVFORC /N6 /NrE9446D 1ATE 4RADE - 16, 000 PS/
(3) COLUMN ZE /NFORC /Nd, IIARD l,C4 0E - :0,000 P51
CONCRETE COYER. CoNCQETE COVER 'role RE /NfORC /N6 BARS SHALL 6E AS FOLLOWS WITH MINIMUM
(OVER OF ONE ,649 DIAMETER .
A. CONCRETE CAST A641NSl aR00A/0 -3"
B. COwILEr6 TO &E /N CONTACT WI TN SEWA4E - 24
C. CONCRETE ON 6(rER /0,2 FACE OF FX rE2 /0R WALL - 2'y
D. 60A(4RE7E TO BE IN CO*TAC7 W/TN 6ZOUN0� W.CA Tt /EQ, OQ - CLEAN WATER .
(/) AT A495 6RE4 TER TfIA N A'S - 2"
(2) AT BARS kS Ore LESS - / %2"
jE. CONCRETE NOT TO Af EX�SED TO ACOUND, WEAT,S(ER, OQ CLEAN WATER.
(1) BEAMS AND COLUMNS - 1 %"
(2) SLABS, JOISTS, AND WALLS - Y¢'
MI#IMUA4 QE 1NF09C4MENT. C0A1,CQETE 60A1S7,0007'10N SHALL RE REINFORCED 0MCfETE Ferpr
X111 RE PL,41N 041aETE (P10) IS CALLED OUT ON THE ORAWIN6S IN WHICH CASE NO 2EINFORCEMEA17'
W4 LL bE USED. CONCRE r rh/AT /s" No r bE S/GA/A TE0 P1C AND /I',�s No Z1A1A0RC6U51 I r INDICA TEL
SHALL BE kE /NFORCED PER ACI 3 /B AND r#,t- FOLLOW /N6 SCHEDULES_
STEEL FOP, REINFORCED CONCRETE WILLS
WALL Rf/NFORCEMENT EACH WAY
77116 MESS SIZE SPAc/N6 PoSITiON
it
14 12" ON �
d" 4 /0� ONE
10'' 4 /4, EF
12" 4 /3`` EF
i4 v S l7" EF
to S /6'` EF
I8" S IS'' EF
LaOWELS- REWNFORCIN6 6AQS USED AS DOWELS SHALL 6E THE SAME S/ZE AND SPAC/N6 AS gAES WIT#
WH/CN TNEV ARE LAPPED,
54C SPLICES_ UE,er/CAL RE1NFOR41,V6 BAR SPLICES /IV COLUMNS SHALL NAVE AT LEAST 20 ,4A,2
DIAMETER LAP) ALL Or&/L 6A2 SPLICES Sq,4LL BE LAPPED AT LEAST 24 SAR DIAMETERS. THE LEN6r#
D,c LAIC SPLICE OF BARS 0,c D✓FFEQENT D14446TEA SHALL BE BASED oN THE LA26E,e DIAMETER. 1349
SPLICES MAY ALSO BE MADE V WEL13l816 /N ACCORDANCE W/TN THE DETAILS FOP. QE -STL SPLICE AVID
WIT# SPEC/PICAT /OHS.
WER /CTED BAR ANCNo A6E= IN CASES WHERE RE/NFO,eC/N6 BARS CANNoT BE Ei(TE/VDED AS FAR AS
REQUIRED DUE TO THE LIMITED E�I7-E,17' OF THE 411/ACENr CONCRETE STQUC7U2E) TYE BARS SHALL
EXTEND AS FAR AS POSS 1134E AND END /N STANDARD h/00KS_
STAND RD flQ4KS_ GARY ENOIN6 IN 2 1667" 4416L 6 BEND S 02 #OOAT S'W4 LL CONFOR M 7D TfIE
QE0u12E4lE,VTS OF AC/ FOR NOOKS.
BENT UP NO'.' MRS- AENT UP TRUSS BARS /N REINFORCED CONCRETE 041-4 ,9E ,BENr Tf/,e00,6,q AN
ANUL E OF 4S'.'
SLOPI,Y6 am wNOL/TN /C SLABS wl-rY TOPS ThIAT ARE 20PED SI/,4LL NAVE BOTIOMr SLOPED TNL
SAME AMOUNT MA/NTA/NIN6 A ON /FORM SLAS rHiC,C1NEss_
"0411VO SUP809TE0 -SLA85. CONCZErE SL43S SL/PPORTED BYVOUND SHALL BE 4" TN/C/C,eE/NFORCED
WITH 6 x L- Ialio WWF AT MID -DFP7N Of SLAB AND (DOWELLED ALON6 THE ED6E OF SLAB TO ALL ADJACENT
WALLS, COLUMNS, AjV4 FOUNDATIONS W17H ,d3 d 15" THAT LAP /' -O" W/Thq WINE AND EXTEND INTO WALLS)
COLUMNS, AND FOUNDATIONS AT LEAST 94; IF SLAB IS DES16NArLeD AS "R0477N4 SLAV O)V DRAWINGS,
OMIT DOWELS ACID SUAST /TVTE 5YB` TN /Ck PkEMOLDED JOIA(T F/LLF2 TO ISOLATE 7'9E SLAB AeOM CONTACT
WIT# THE STRUCTURE ALONG ITS PERIMETCk ,
f(AA EXCEPT AS OVERW /SE REQUIRE/, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE
314 "CHAMFERS. RE- EAITQANT CORNERS SIML.L NOT NAVE FILLETS.
ANZOR BOLTS_ USE OF AAICNOR BOLTS tHALL SE 6OVERAIED SY THE FOLLOW/N6 TABLE
BOLT D /AMETF,� Sig4 �¢ "'' IN
/44F
MIA, EMBEDMENT Al 4" 4" s„ G" 7, 8 y 4"
STRUCTOR A L CONC.
ALLOWABLE SHEA9 7504 1000 tt 1500-d 2XO0d 2500 3600d 35004
ALL BOLTS SHALL 13E HOT 01PPEO 6ALV41V1ZED UNLESS OTHERWISE NOTED. EMBEDMENT LEN6TH
Fog 6OL7S /N TENSION SHALL BE DETERMINED &V TILE EN-6/VEER.
FUTURE CONSTRUCT'10/V_ WHERE DRAW1,d6S /NOICATE ''P,QOVIDE FUk FUTURE coHSTQUCr /ON TfIE
STRUCTURE SHALL TERM /NArE W/Tfl TfIE TVP/CAL CON. rTkUCTIOA( JOINTS AS AETWLEO. REIANFOQCIN6
BARS RUMVIA(6 /N TfIE DIRECT 108/ OF FUTURE CONSTRUCTION, INCLUDING 770SE BENT OFF AT 7'#,r-
FACE OF THE STRUCTURE WHERE IT /S TO 8E EXTENDED IN THE FUTURE? SHALL BE DOWELED AS
00WN OH T,SIE TYPICAL /DETAIL I)a,4WIA16, WALLS AND SL485 SHALL 114VE DOWELS PLACED 0 AS
TO A441A(rA/N rNE SAME D✓STAiVC,E FROM THE CENTER OF Tf/E DOWEL TO THE SURFACE OF THE WALL
OQ SLAB AS rNE C0Z9E5Pi0ND11YC /(STANCE REQUIRED Fog THE REINFORCING BAR WITH WHICH THE
DOWELS ARE LAPPED.
S Y M B 0 L S
WORK TO BE DONE
30" R C SE WER , SIZE 8 MA TER/A L
or,-M. H. 2 MANHOLE DESIGNATION Ei STATIONING
STA. 8 +20.6 '
cI
-S 7A. 1/0 * 40
STA.112+43 CONCRETE ENCASEMEN r OR ENCASE-
MENT PIPE 61 STAT ION ING
EXISTING WORK
GENERAL
61
SCOPE THE NOTES AMC DETAILS ON TN /S SHEET ARE 6ENERAL AND APPLY To THE EN71RE PROJECT _
tt
o
EXCCEPT WHERE THERE ARE SPECIFIC /NDICAT/oNS TO THE CONTRARY.
❑
62
AP L /CA8LE,SPEC /RCATIONS AND CODES. CONSTRUCTION SHALL BE Al ACCORDANCE WITH THE LATEST
C2
+
EDITION OF THE 0N1Foa44 BUILD /N6 CODE EXCEPT WHERE OTHER APPLICABLE CODES Olt THE FOLLOWIN6
■
WATER METER BOX
NOTES ARE MORE RESTRICTIVE_
VA L V E
63
ALTERNATIVE DE5I6NS, THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE TIfE PQ/0R/TY
C3
TELEPHONE CONDUIT
4ES16v- NOWEVE,R, ALTERNATIVE SYSTEMS AND DETAILS MAY RE USED IF rHE CD,VTRACro,e SUBMITS
ELECTRICAL CONDUIT
• U. P.
PLANS WITH 5085TANTIAT /N6 CALCOLATIOV5 AA0 TEST DATA 79Ar ARE ACCEPTED BY rHE
ELECTRICAL)
1#6/VIER.
64
DIMENSIONS. STRUCTURAL ,DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OQ ELECTRICAL
EQuIPMEIVT SHALL SE VtRIFIED BY THE CO,VTRACToR PR/ok TD CoNsr2vc7-loAl_
65
PROI16100 FOR EQUIPMENT: MECNAN /CAL AND ELECr2/CAL EQUIPMENT SUPPORTS, AYCRORAOES
.OPENINGS, RECESSES AND REPEALS NOT SHOWN ON THE STRUCTURAL De4W/N6S BUT REQUIRED BV
C4
OTHER CONTRACT DRAWIA165, SHALL ,86 PROVIDED FOR PRIOR To CAST/N6 CONCRETE_
166
CONSTRUCT /0N LOADS_ STRUCTURES NAVE BEEN DEP6NE0 FOQ OPER470NAL LOADS ON THE COMPLETE6
STRUCTURES; LVRIN4 CO3VSTRUC7'1o1V, THE STRUCTURES SHALL BE PROTECTED 8Y BaAUNG AND
8ACAA(0A(6 WNEREV,6k EXCESSIVE CONSTRUCT /ON LOADS MAY OICC4I2.
67
DQA /N466 SURFACES_ INHERE SURFACES ARE TO RE SLOPED FOR DRA/N,46E THEY SHALL BE GRADED
AT 44" PER FOOT 077LIZ/N6 A TOPP /N6, AS DETAILED ON THE DRAW /N69_
69
FLOOZ IRA /NS. SEE ARCHITECTURAL AND MECHANICAL 612AW /N65 FOR LOCATION AND SIZES_ DETAILS
ARE SHOWN IN THE TYPICAL IJETA/LS.
e5
STRUCTURAL DESIGN
Sl 17,616N CODE DES($# IS /N ACCORDANCE WIT# THE LATEST E/OITION OF THE U,1I/F02M RUILD/M6 GOOF
EXCEPT W11E2E OrHE2 APPLICABLE CODES OR THE F0LLOW1A(6 NOTES ARE MORE RESTRICT /VE_
S DfS768 LIVE LOADS_
A. FLOOR AREAS:
(1) 0PE2AT/N6 FLOORS (FLOORS ON 010 MACHINERIES MAY BE DISAr(EMRL ED) - /60 PSF
(2) EN61NE Room - 2 SU PSF
(3) SIDE WALKS - 250 PSF
(4) AVLOA13IN6 AREAS - 2% TON 7ZUC,r OR /00 PSF
(S) OTHEe AREAS - /AD PSF
-B. 6RAT14'6S, CNECAERFD PLATES, AND HATCHES - SAME LOADING AS ADJACENT HODA AREAS_
C_ STA IRS - l00 PSF
D. RooF - 25 PSF
C6
E. W /NlO /S PSF
F. CRANE SYSTEM - IN ACCORDANCE WIT# 4150 SECT. 10 (C) e (D) C7
6_ SEISMIC LOADIV6 - ZOA/E IT
S3 GIVE LOAD $16 LIVE LOAD S16NS SNAIL BE PQOVIDEO W AREAS WERE 7ME LIVE LOADS #AVE
BEEN SPECIFICALLY NOTED ON THE DRAW/N65, SIGNS SHALL BE As REQuliev) IN rHE SPEC /F /CAT /OWS.
S4 CONSTRUCTION J0bVrs. LOC4 710NS OF ALL CONSrR.UCr /DN .101V-S SHALL NAVE T& APPROVAL OF C8
THE EN6 1NEEQ. 11V WATERTIGHT STRUCTURESt PVC WATERST•oPS GALL BE PROVIDED /N T/YE
e"STRUCrioN JO/Nrs. CONSrRUCT/ON JOINTS SHALL BE AS DETA /LED ON THE DRAW /NUS,
C9
C/0
STEEL e//
S51 BODES ANp ShECtF/CATtO/YS. STEEL CONSTRUCT /0N SHALL CONFORM To TIME SPEUFICATION AN/D
STANDARDS AS LaNrA /N /N THE LATEST EDITION OF THE A /SC STEEL CONSTZOCTIO/V MANUAL- C/2
SS2 MATERIAL_ ALL STRUCTUeAL SHAPES, SARS? PLATES, AA(ID SfIEETS INDICATED ON THE /DRAW1,V6
SMALL ISE STEEL MEEP1,161 ASTM A-7 SPECIFICATIONS.
SS3- WELDINd- _ALL WFUMV6 SHALL CONFORM TO A -W S. CODE FOR AEC AID CAS WELD196 /N BLDG.
,CONSTRUCT /O
954 ENCASED STEEL. STEEL COMPLETELY ENCASED /N COA/CRETG SHALL NOT BE 644VMIZED 04 C13
PAINTED AND SHALL 11AVE A CLEAN SURFACE FOR BONDING CONCRETE WHEN /r IS CAST
SSS PA /NTIA(G_ ST`RUCrVR41_ STEEL SHALL ICE PAINTED IN ACCORDANCE WITY SPEUF/CAr/On(S. C/4
ALUMINUM
A 1 !; fC /F1CAT/OA(S AND COAEL ALUMINUM CoMfr OCT /ON SHALL BE IN ACCDRDAMCE W/TN 4SCE "S
9E0F/C47-10419 F02 STRUCTURES OF ALUM /NUM ALLOY 6061-76 CIS
AAFEK K4,61 E CODE- 44WCRE7F CONSTRUCT /DN : *4 LL 60NA0ZAf TD Thy LATEST Ela/770N OF 7 E AC I
, 411LDIA16 CODE (AC/- 3/B).
RE-STL QfTA /LS_ ALL DETA /L1/V4, mse /CAI /dN AND ERECTloA, OF.QEINFOQCIN6 RA,¢S� UNLESS
OrNE2W /SE NOTED, SMALL ISE /N ACCORDANCE WITH M4N04L OF - D"UDAQD PR4C7'10E FOZ 0,fr4/L /NB
REINFORCE/D COA/CRETC STRUGTUQES AC/ -&/S LATEST' ED /T /0M
DES 16N 1 FR ESSES_
A. CONCRETE, 3,OX PS/ UL7'MArE COMPRESS /VE STRESS A7 28 /SAYS.
8. RE/NFOR01V6 STEEL
(l) TENSION DOE TO FL ENURE, WrFRMED /ATE GRADE - 20, 000 PSI
�2) COLUMN k6tVFORC /N6 /NrE9446D 1ATE 4RADE - 16, 000 PS/
(3) COLUMN ZE /NFORC /Nd, IIARD l,C4 0E - :0,000 P51
CONCRETE COYER. CoNCQETE COVER 'role RE /NfORC /N6 BARS SHALL 6E AS FOLLOWS WITH MINIMUM
(OVER OF ONE ,649 DIAMETER .
A. CONCRETE CAST A641NSl aR00A/0 -3"
B. COwILEr6 TO &E /N CONTACT WI TN SEWA4E - 24
C. CONCRETE ON 6(rER /0,2 FACE OF FX rE2 /0R WALL - 2'y
D. 60A(4RE7E TO BE IN CO*TAC7 W/TN 6ZOUN0� W.CA Tt /EQ, OQ - CLEAN WATER .
(/) AT A495 6RE4 TER TfIA N A'S - 2"
(2) AT BARS kS Ore LESS - / %2"
jE. CONCRETE NOT TO Af EX�SED TO ACOUND, WEAT,S(ER, OQ CLEAN WATER.
(1) BEAMS AND COLUMNS - 1 %"
(2) SLABS, JOISTS, AND WALLS - Y¢'
MI#IMUA4 QE 1NF09C4MENT. C0A1,CQETE 60A1S7,0007'10N SHALL RE REINFORCED 0MCfETE Ferpr
X111 RE PL,41N 041aETE (P10) IS CALLED OUT ON THE ORAWIN6S IN WHICH CASE NO 2EINFORCEMEA17'
W4 LL bE USED. CONCRE r rh/AT /s" No r bE S/GA/A TE0 P1C AND /I',�s No Z1A1A0RC6U51 I r INDICA TEL
SHALL BE kE /NFORCED PER ACI 3 /B AND r#,t- FOLLOW /N6 SCHEDULES_
STEEL FOP, REINFORCED CONCRETE WILLS
WALL Rf/NFORCEMENT EACH WAY
77116 MESS SIZE SPAc/N6 PoSITiON
it
14 12" ON �
d" 4 /0� ONE
10'' 4 /4, EF
12" 4 /3`` EF
i4 v S l7" EF
to S /6'` EF
I8" S IS'' EF
LaOWELS- REWNFORCIN6 6AQS USED AS DOWELS SHALL 6E THE SAME S/ZE AND SPAC/N6 AS gAES WIT#
WH/CN TNEV ARE LAPPED,
54C SPLICES_ UE,er/CAL RE1NFOR41,V6 BAR SPLICES /IV COLUMNS SHALL NAVE AT LEAST 20 ,4A,2
DIAMETER LAP) ALL Or&/L 6A2 SPLICES Sq,4LL BE LAPPED AT LEAST 24 SAR DIAMETERS. THE LEN6r#
D,c LAIC SPLICE OF BARS 0,c D✓FFEQENT D14446TEA SHALL BE BASED oN THE LA26E,e DIAMETER. 1349
SPLICES MAY ALSO BE MADE V WEL13l816 /N ACCORDANCE W/TN THE DETAILS FOP. QE -STL SPLICE AVID
WIT# SPEC/PICAT /OHS.
WER /CTED BAR ANCNo A6E= IN CASES WHERE RE/NFO,eC/N6 BARS CANNoT BE Ei(TE/VDED AS FAR AS
REQUIRED DUE TO THE LIMITED E�I7-E,17' OF THE 411/ACENr CONCRETE STQUC7U2E) TYE BARS SHALL
EXTEND AS FAR AS POSS 1134E AND END /N STANDARD h/00KS_
STAND RD flQ4KS_ GARY ENOIN6 IN 2 1667" 4416L 6 BEND S 02 #OOAT S'W4 LL CONFOR M 7D TfIE
QE0u12E4lE,VTS OF AC/ FOR NOOKS.
BENT UP NO'.' MRS- AENT UP TRUSS BARS /N REINFORCED CONCRETE 041-4 ,9E ,BENr Tf/,e00,6,q AN
ANUL E OF 4S'.'
SLOPI,Y6 am wNOL/TN /C SLABS wl-rY TOPS ThIAT ARE 20PED SI/,4LL NAVE BOTIOMr SLOPED TNL
SAME AMOUNT MA/NTA/NIN6 A ON /FORM SLAS rHiC,C1NEss_
"0411VO SUP809TE0 -SLA85. CONCZErE SL43S SL/PPORTED BYVOUND SHALL BE 4" TN/C/C,eE/NFORCED
WITH 6 x L- Ialio WWF AT MID -DFP7N Of SLAB AND (DOWELLED ALON6 THE ED6E OF SLAB TO ALL ADJACENT
WALLS, COLUMNS, AjV4 FOUNDATIONS W17H ,d3 d 15" THAT LAP /' -O" W/Thq WINE AND EXTEND INTO WALLS)
COLUMNS, AND FOUNDATIONS AT LEAST 94; IF SLAB IS DES16NArLeD AS "R0477N4 SLAV O)V DRAWINGS,
OMIT DOWELS ACID SUAST /TVTE 5YB` TN /Ck PkEMOLDED JOIA(T F/LLF2 TO ISOLATE 7'9E SLAB AeOM CONTACT
WIT# THE STRUCTURE ALONG ITS PERIMETCk ,
f(AA EXCEPT AS OVERW /SE REQUIRE/, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE
314 "CHAMFERS. RE- EAITQANT CORNERS SIML.L NOT NAVE FILLETS.
ANZOR BOLTS_ USE OF AAICNOR BOLTS tHALL SE 6OVERAIED SY THE FOLLOW/N6 TABLE
BOLT D /AMETF,� Sig4 �¢ "'' IN
/44F
MIA, EMBEDMENT Al 4" 4" s„ G" 7, 8 y 4"
STRUCTOR A L CONC.
ALLOWABLE SHEA9 7504 1000 tt 1500-d 2XO0d 2500 3600d 35004
ALL BOLTS SHALL 13E HOT 01PPEO 6ALV41V1ZED UNLESS OTHERWISE NOTED. EMBEDMENT LEN6TH
Fog 6OL7S /N TENSION SHALL BE DETERMINED &V TILE EN-6/VEER.
FUTURE CONSTRUCT'10/V_ WHERE DRAW1,d6S /NOICATE ''P,QOVIDE FUk FUTURE coHSTQUCr /ON TfIE
STRUCTURE SHALL TERM /NArE W/Tfl TfIE TVP/CAL CON. rTkUCTIOA( JOINTS AS AETWLEO. REIANFOQCIN6
BARS RUMVIA(6 /N TfIE DIRECT 108/ OF FUTURE CONSTRUCTION, INCLUDING 770SE BENT OFF AT 7'#,r-
FACE OF THE STRUCTURE WHERE IT /S TO 8E EXTENDED IN THE FUTURE? SHALL BE DOWELED AS
00WN OH T,SIE TYPICAL /DETAIL I)a,4WIA16, WALLS AND SL485 SHALL 114VE DOWELS PLACED 0 AS
TO A441A(rA/N rNE SAME D✓STAiVC,E FROM THE CENTER OF Tf/E DOWEL TO THE SURFACE OF THE WALL
OQ SLAB AS rNE C0Z9E5Pi0ND11YC /(STANCE REQUIRED Fog THE REINFORCING BAR WITH WHICH THE
DOWELS ARE LAPPED.
S Y M B 0 L S
WORK TO BE DONE
30" R C SE WER , SIZE 8 MA TER/A L
or,-M. H. 2 MANHOLE DESIGNATION Ei STATIONING
STA. 8 +20.6 '
cI
-S 7A. 1/0 * 40
STA.112+43 CONCRETE ENCASEMEN r OR ENCASE-
MENT PIPE 61 STAT ION ING
EXISTING WORK
0---< GUY WIRE
20' -I8 "X 24" CUL VER T - L ENG TH, NUMBER, SIZE AND
C. M. P. A_ MA T ER/A L (HEADWALLS IF
- -__ --- APPLICABLE)
CURB AND GUT TER
CONCRETE PAVEMENT
x -x
G
P� °F wASy/
Q o
Fss/is T I9'
ANAL
AS CONSTRUCTED
DATE DEL. 24,1963
I.)
®8
C)
EDGE OF PAVEMENT (ASPHALTIC)
EDGE OF TRAVEL ED WAY(UNSURFACED)
RAILROAD-SINGLE TRACK
RAILROAD-DOUBLE TRACK
FENCE - WIRE
DECIDUOUS TREE
E VER GREEN TREE
SOIL BORING Q DESIGNATION
ROCK
RIVER OR CREED
N CAL Du,
QJ of WASH�2
o •� cam, <
tiA O
A9 O
F�s T E '�V\�'
NAL
SANI TAR Y SEWER B SIZE
MANHOLE
SD 24�
STORM DRAIN B SIZE
o
INL E T
❑
CATCH BASIN
W 4
WATER LINE B SIZE
+
FIRE HYDRANT
■
WATER METER BOX
0
VA L V E
G 2%
GAS L INE B SIZE
T
TELEPHONE CONDUIT
E
ELECTRICAL CONDUIT
• U. P.
UTIL / T Y POLE (TEL EPHONE OR
ELECTRICAL)
0---< GUY WIRE
20' -I8 "X 24" CUL VER T - L ENG TH, NUMBER, SIZE AND
C. M. P. A_ MA T ER/A L (HEADWALLS IF
- -__ --- APPLICABLE)
CURB AND GUT TER
CONCRETE PAVEMENT
x -x
G
P� °F wASy/
Q o
Fss/is T I9'
ANAL
AS CONSTRUCTED
DATE DEL. 24,1963
I.)
®8
C)
EDGE OF PAVEMENT (ASPHALTIC)
EDGE OF TRAVEL ED WAY(UNSURFACED)
RAILROAD-SINGLE TRACK
RAILROAD-DOUBLE TRACK
FENCE - WIRE
DECIDUOUS TREE
E VER GREEN TREE
SOIL BORING Q DESIGNATION
ROCK
RIVER OR CREED
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