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N. 2/5,00_0.00
E. 1650,000.00
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DATUM NOTE
SYMBOLS
WORK TO BE DONE
SEWER
MANHOL E — NUMBER, S 7 RON, 8 COORD /NA TE
CONCRETE ENCASEMENT OR JACKED OR
TUNNEL ED CROSSING
COORDINATE (COORDINATES 61 BEARINGS ARE
BASED ON U.S. DEPT OF COMMERCE, COAST 8
GEODETIC SURVEY, LAMBERT GRID, NORTH ZONE
NEW DESIGN CONTOUR
EXISTING WORK
SAN / TA RY SEWER B SIZE
STORM DR41N 8 SIZE
WATER L INE 8 SIZE
GAS L INE 8 SIZE
TEL EPHONE CONDO! r
ELECTRICAL CONDUIT
CENTERLINE OR SECT /ON L tNE
PROPERTY LINE OR R W LINE
TEMPORARY EASEMENT LINE
CONTOUR LINE
CURB B GUTTER
CONCRETE PAVEMENT (EDGE1
ASPHALTIC PAVEMENT ( EDGE)
EDGE OF TRAVELED WAY (UNSURFACED)
RAILROAD, SINGLE TRACK
RAIL RDA D, DOUBLE TRACK
FENCE
R/ VER OR CREEK
CULVERT - L ENGTH, SIZE, 8 MA TERIAL
(HEADW4LLS, IF APPLICABLE)
OUTLINE OF EXISTING INSTALLATION
MANHOLE
INLET OR CATCH BASIN
FIRE HYDRANT
WATER METER BOX
VA L VE
UTILITY POLE
GUY WIRE
DECIDUOUS TREE
EVERGREEN TREE
SOIL BORING B DESIGNAT /ON
SURVEY MONUMENT OR PERM. BENCH MARK
ANGLE POINT OR HUB
SECTION CORNER
%4 SECTION CORNER
/00.00 EQUALS .O.00 A4EA)V' SEA• LEVEL U. S.;C. 8 G S. -1929
(1947 AD✓) UNLESS OTHERWISE NOTED
GENERAL STRUCTURAL NOTES
GENERAL
61 SCOPE. THE NOTES AND DETAI LS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT.
f. FXCEP WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
62 APPLICABLE SPECIFICATIONS AND QOPES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
LATEST ITIONOFTHL NiFOi�MBUILDING CODE UNLESS RESTRICTED BY THE FOLLOWING NOTES
OR DRAWINGS OR OTHER APPLICABLE CODES.
G3 ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE
PMRITY DESIGN- EVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE
CONTRACTOR SURMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE
ACCEPTED BY THE ENGINEER.
G4 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE
COMPLETED STRU U S; DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY
BRACING AND BALANCING WHEREVER EXCESSIVE 6ONSTRUCTION LOADS MAY OCCUR.
CONCRETE
Cl APPLICABLE CODE. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION ACI
U D ING CODE (AC 1318-63).
C2 RE -STEEL DETAILS. ALL DETAILING FABRICATION AND ERECTION OF REINFORCING BARS
UNLESS OTHERWISE NOTED SHALL bE IN ACCORDANCE WITH MANUAL OF STANDARD PRANCE
FOR DETAILING RE I NFORCCD CONCRETE STRUCTURES ACI -315 LATEST EDITION.
C3 DESIGN STRESSES
A. CONCRETE 3 000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS
B. REINFORCING STEEL TENS ION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,000 PS
C4 CONCRETE COVER. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH
OF ONE BAR DIAMETER.
A. CONCRETE CAST AGAI NST GROUND - 3"
B. CONCRETE TO BE IN CONTACT W I TH SEWAGE - 2-112"
C. CONC RETE ON EXTER I OR FACE OF EXTER 10 R WALL - 2"
D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER
(1) AT BARS GREATER THAN #5 - 2"
(2) AT BARS #5 OR LESS - 1 -112"
C5 DOWELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS
WITH ICE( THEY ARE LAPPED.
C6 BAR SPLICES. ALL BAR SPLICES SHALL Br LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH
OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER.
C7 STANDARD HOOKS. BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE
REQU I REMENTS OF PAR. 801, AC 1318-63.
C8 CHAMFERS. EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL
HAVE 3 CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS.
C9 CONSTRUCTION JOINTS. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF
TFEENGINEER, RTIGHT STRUCTURES PVC WATERSTOPS SHALL BE PROVIDED IN THE
CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DPAWINGS.
M - LOAD RCP DESIGN ASSUMPTIONS
11. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN IN ACCORDANCE WITH ACI CODE.
2. LOAD FACTOR K ° 1.8.
30 +M DENOTES TENSION ON INS I DE FACE.
4; +N DENOTES AXIAL COMPRESS ION.
5. V c ° 4,000 PSI MIN. & 6s000 PSI MAX.
6, fy -40,000 PSI .
T. STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR,
8. EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION.
9. CROWN OF PIPE SHALL HAVE SAME AMOUNT OF REINFORCEMENT AS THE INVERT.
10. CIRCUMFERENTIAL STEEL SHALL HAVE ONE -INCH MINIMUM COVER. _
11. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE -STEEL ARE USED d USED IN DESIGN COMPUTATIONS
SHALL BE THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.
12. PU SHALL NOT EXCEED Ph AS COMPUTED BY THE AC I CODE.
13. OAS DEFINED BY PAR. 1900, AC 1318-63 SHALL EQUAL 1.0,
.72'r 24K
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suPPORT 5LoCK
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12„
M85
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M 95
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9,5
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TYPICAL CORMER
BAR EXCEPT AS
/t/OTE'p ON 49W6s.
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CLOSURE DETAIL
NO SCALE
4 71
3 PLY /_5 ROofIAVG FELT
GOId APPLiEP A_17PIlAL7'
RCP
WOOD F/L LE 7 _4 -- lol Fk7 PL YWOO4
,SP /,CAE TO MAIL W 112d GALV N14/L-5
P. It- BULKmEAD TO P F
TEMPORARY BULKHEAD
7 N.0 SCALE
TYPICAL CORNER
DETAIL
VAR
24 PIA. OR
F/LL /At G OF JOIN 7- QEQp - �"`-
%2 �iVSIVE F,4 cE OF,G11-2,6
W/!EN SPACE EXCE'EOS �2" QUBf3E�2 GASKET
<' NOT s1-/OWN)
TYPICAL RCP JOINT
54' INCH I.D. AND LARGER
WALL t _.
to
9
f 1
VERTICAL CONST, JOINT HORIZ. CON ST JOINT
TYPICAL CONST JOINTS
KIC) S r A l F
TREAT rfl /5 A!?EA OR A� ,9A ,/
5F7"WE,EAI Z5_ Sa WI ZIl GA SOL C
AS CONSTRUCTED
DATE MAR.1969
N C. 1 R F �V
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cr
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FS+ f5 T CAS T E
R
S��NA L � ssIONA L Env\
DfsIcNfn �%y
[>RAwN 5'ES
E:HFCItED_ FW__
METROPOLITAN ENGINEERS
BROWN AND CALOWELL CARFY AND KRAMER
HALE_ AND INGMAN R W BECK AND ASSOCIATES
M U N I C ,PAL IT Y O F M E T R O P O I TA N S E AOT T L
�,f R 218 °-
R EN TO N
SYSTE M
SOUTH INTERCEPTOR SECTION 2
GENERAL NOTES AND SYMBOLS
MISCELLANEOUS DETAILS
r,r+� �r�c NUMBER
CZ 3
UBMIT T E D __ - _ __ �
BMIT Engine D- r MelropolitanEn ineerS
9
_ ,
RECOMM[ NIT D _. -.. __ /'
Pro r[, n
I F queer - Melropolrton En9meere
pPPRDVE U �j_
- -
Chief Eny ne r -M tropoi ton [ny nters
APPROVED D �- � CAL/ _ /
or Mc rvpv�iton Enyrneers
11f F'kOVE fl
for Mur cryn� +v of Mr+r. -poi tun ;er `t'e
r,faLI
NO SCALE
�,o,f OCT 1967
- - -
StIEFT NUMFSER
z -
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