HomeMy WebLinkAbout1603-151
11'ar- ow"al, see. TA 19 Lit
Pla#/*1 et* retnf•1•e.aJ , �' `1 f+ws
s+.►es4a t'i t •r e:MP N{riq E.it+a, *lance +� •.I �er.ros I :�! dimensions *ad betsren_
.00-c
t' O/ C ; -o M -A Iwrr
iww
-•, �� - - Cato. D.+st" Floor
/,L" lir► 'get NeI`t, +4• Me :.
r s to tot• e T 1 c..+t.. r Pt of, c M r
-•-----•
;,
-••---•••� C1r�dJit+ ~ - 1•�: Mi ..._..r �, lies } 1
►. _ . _ _TZ
; `� '.tPbttNofic�1. �,.eNrvttott�
r __ . � becy iN wi , -
f' •n. t :a••s
-.•,.r . set hot-!
r..
Woo •...,. j . �# •, • �MIX ten%v;I 4ocrQf a or
, l j�Qj� �r , �r •• ;,� �. . r. 04•A/rK &W* n11�11, AM
------i . cer.+ ae�
' ^ ` rClol iwG dtr+ltity - '
rq 3 R. • �.}� Ael VALU r
�'•„' .'` 1 ' S*LQ��ieee�ehs P�r.U..JJ;•,�f -i ' 1 I SECTION N�-N'-N"
•
1 "
_ _I I I I I I I I I I I �' PROJECTED ON M -M -N"
credit e i =i, E eM•f sera , .. � •�, is. S- d.IriNs ♦a SI#�F
C►et+t•, i� e w S; 3 OC - , t• Iindi s►�•rbed lorM, -'
'sea Pt _24'
' 3 O 24 SECTION 6.5ffrN '�s
-
M
1�1 T E S
•% 6
/ 33
` ` : -ti bests. 3s 6 LAN
• 4 •s ac. 39•. .. L The kWtaliial Angie of t o"ryliAce of *a"4 nc•,
f shall not exceed 5'645.
1 - - `•a --- _1C�`� *LAN
Rol;wd Et2. Vatuos to A,B,C,01 ,01 ,Ekv. R and Elev. S
i
•' r -
- , 3- it - 3- <+M. PLA I: 2 M:tc M.rf or coft"644or P;re areshown on improvement pion. The length
r
v• =- ► ' TM of IN* structure may be #ncreesed to meet pipe ends,
o• :� 4 M,;, 1� L M;V w+t
.� 1 1 usln 9 ' p bars in elctendel portion of some diometsr
•�,. and spacing as specified.
•-.'_srr s�-----'" A"w"Irrelot Steel
i _ ' 6 / 3. Concrete shell be Class A. Floor of the strvel"re
•`YurU LINE STORM DRAIN r f ' , � - t
e I
R c riK .r rhweer�tf : , � • - - _'1- - -•-+ �T�e ws �; y� op / 1 � e
"'e"�''"'t ••t� ,-mss: i 3-te'0C Min. ` S •A X c st"..A s' 1 1 ilall e! steel roweled to springing line. strucivre
e
• 1
•-Tie tars wool r.. �. 1 �.:. •.'..' ! .1'•:•': 0.0 h% •
� 1 ;• 11h011 14 peY/ed in OA! tOAllAtlOYr operation, except
+_• •• •3-1600C ' •� S`_ , - t'la+e+Sf;lt v {` ' l �o��,+ _ - ; ; islet the contractor s11e1r have the •►lien of plpting
•1 the 3priR91119 Ilne a tonstrvetion joint with a
G bets -,a �1/•►d 1 •� ' '
' '•0 E bsti #6 0sr! +'
t � r' • � E C'f 100 t 1
s;., •este. Edges IwS-tb --; • -Pipe scjal 1' •w __!_ til-'- 9 r
- T i e 1 1lop C/1SB '; ' *AsbLL CONt�tilCTldM a..._ r . I O A i t Y i 111 • i keyway.
w oy, .
'rr � «Mrd+ ti,,,, +. Neinfeting steel clear doter .s „011 ►t IY= oA Inside.TM
t i cc "'� bers spoil be No. 4 • spaced IS c
1:3.3 '• � � .' � s : -
G�O"�►ole_ _ i .`� - ••�` �.• .... ' •
• + �' ; + �-- 45ECTIOU C -C OPECTION -^-,w e� �.. � ~ � �� S. When d1l"Calles C Is hof specified the sof •b t
ti h
•�' `I►.r � -
LONGITUDINAL ► • e
a SECTION be toRst,Ycted and • A 16 • eers shore 1• omitted.
Use Ds N a ,urhkhowet to i
SECTION M - Ni `rs+alsewr+re e�err�a'•
ND's C!ff I Mb CUM 2
peata ,er ti
sECTTIOy Z - Z
I. ANGLE A SMALL BE BEIM EN 45.0 AND 90e DOWFS AND D 31tA L EW' 24 C,
INCHES OR LESS. FOR SMALLER VALUES OF A AND LVCER VALUES OF D, USE TRANSITION STRUCTURE N 0 . 3
----- APPROPRIATE STANDARD STRUC`71 E.
0111 ell 's
1. JUNCTION STRUCTURE NO.4 IS TO BE USED WHEN O.D. OF 8 IS GTtEAM ?WAN
1/2 THE 1. D. OF D, OR 8 IS GREATER TWAN 24 INCHES. R SHALL NOT EXCEED 2. IN NO CASE SHALL TRE OUTSIDE DIAMETER of THE INLET PIPE EXCEED r
3/4 D, OR 39 INCHES. ONE -HMP THE INSIDE DIAMETER OF THE MAIN STOIt1N DRAIN.
MOM NO MORE TRW OWOPENING SIiAi,i. BF MATTE IN ONE SDCTIQi 0!' PIPE. 3. CENTL"R LINE or twzr swL BE OI RADItIB or MAIN Sim BRAIN Errpr t
WHERE ELEVATION S IS SHOWN ON PRWWr DRAWINGS.
2. VALUES OF A, 8, C AND D ARE 814OWN ON PtOJI9Ct' ELEVATION "R`
MOD ELEVATION "S" ARE SEAN WHEN REQUIRED PER NOTE 12. 4. TRE OWENING INTO THE IsMIN S'IC)l1 DRAiN SHALT. 11E THE OUTSIDE DIAML`I'L10E
OF THE INLET PIPE PUTS ONE INCH MINIMt91 OR 3 INCH MAXIMUM.
3. ELEVATION "S" APPLIES AT INSIDE WALL OF STRUCTURE. S. ALL GATEr.D META. PIPE AND FITTINGS SHALL BE GALVANIZED.
.4. BRFAKOUr LIMITS SHALL W. DETERMINED AS FMIAW5 s Z...`..... - -;- - • - - • - • �-� 9110111 >< �w�wr r i,... _ .. � . _ .!� .. _ ....-...! -�•�- . � w on*
. till ) \ tle.dwsl earl
6. IF ANGLE 8 IS 45 DE7C .'E5 OR LESS, USE C� 1. IF ANGLE 8 IS GREATER ........ N ...... - } mewl N too w �.. _ C A"...ow a = /�
UPSTREAM LIMIT - AT THE ON OF THE OUTSIDE Or THE SPUR WRLL, WAN 45 DOUREE S, USE CASE 2. w beM6 bet on tw 1 I-- - 4 Moa .. """1 i L* awlis 0 """'�'�'�' : ''� ilre"*M
SKI rw i ty1 N e is w ersew-••---•�
WITH THE MAIN LINE PIPE WALL. • # . r""
7. BURN OR CHIP END OF PIPE FLUSH KITH INNER SURFACE OR
MAINLINE PIPE. ROUND KI OF CONCRETE PIPE OR RF,INFORCED CONCRETE b li we,se� _ 1 i�0M.6"#410--t, : • , I
DOWNSTREAM LIMIT 6 INCHES OF THE IM7.71:'ECTION OF THE SPUR � 1
I . tail. w
RO
1 ..
WELL WITH THE MAIN LINE. PIPE W+LL. PIPE. �'•. � ' Y� 4 11 x T• �
e. tip w 1.1. `
11'TATION SPE�CIrrm oN DRAiiiiNm AP' ms AT THE IKTE'RSE�CTICN or INSIM I '•''•• � . i; � � �f--- •- - - , t
/CIA[.L OF MAIN S'tt�M DRAIN AND CENTERLINE OF INLET' PIPE. 6 « ~ Y: lwreMt; .1' ! t7tntal
THE OPL'NI SHALL Bt? Rl9C'TA11C.t)LAR, CUT NC�1L 1b PIPE SURFACE AND, I � �`/ -r! s• MoMt.tT�I
WITHOUT C1AMA�GING REINEO€tCING STEEL IF A JOINT IN THE MAIN LINE PIPE # •'✓ G 1
FALLS WITHIN THE LIMITS OF THE CONCRETE CRADLE., PRDVIDE A I I
HEADWALL SMALL SE MOIVOLITMC. y ' j C t N. 11 C t� .� s,,,u„
ENCASEMENT ONE FOOT AHOVE THE TIP OF THE MAIN LINE PIPE TO THE LIMITS ��_ �� � I A ^i
� THE CRADLE. I LAP ALL BAPS AT CORNERS JO dAtMETER! -
- y °� t� _ _ E LEVATI Ow
If NOT CONTINUOUS. "'- =-
I. CON"ECTIONB 70 PIPES 21 INCHES OR LESS IN DI , WITHOUT Jl.wr10N
S. THE T'AP�lSVERSE REI IN PIPE SHALL EOf: CUT AT CENTER OP OPENING R PRECAST Y BRANCHES SHALL BE WITH SADDLES. A f � + nAINLJ�1AND BENT INTO TOP AND BOT'TCM SLABS OF SPUR. � OR MADE �/ _..._ �
CC '• ~-----------` plot w pre MM.eils... _ ... ` _
6. TRE MAIN LINE PIPE SHALL BE CRADLED AND ENCASED IN 10:5 MAX. 2. TRIM 0111t CUT SADDLE TO SIT SNUGLY OVER THE OU'T'SIDE OCE' THE MAIN PIPE, fG ( _
AND 90 ITS AXIS WILL BE ON THF. LINE AND GRADE OF THE CIONNEJCTING PIPE. �. 1
CONCRETE, EXTENDING LONGITUrALLY 12 INCHES BEYOND THF, LIMITS OF D Dpt23+•#»..
13REAKOUT (SEE HUM 4); AND TRANSVERSELY A DISTANCE OF H ON EACH SIDE THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED M FIT THE SADDLl4 (�� I +e■M6.._ -+ �� (SK 2) •1�- ---- t
OF THE C'Ea+T1ERLINE OF PIPE H 1/2 O.D. OF PIPE + 3 INCHES MINIMC>!t. 3• SO THAT NO PAW MILL PRW0CT WITHIN THE. BARS OF THE SADDLE PIPE. � l � ft" end
��"'�"�tla0
•12"O.C. _• •••'• ,
4
7. REINfC)Icm STEEL SHALL BR PLACED 1-1/2 INCHES CLEAR I" FACE Or BOTH FACES 1 � T
CCttiIC'RETE UNLESS CtINERI�fISE SFIDTn1N. 4. 'IRE CO►�lBCTING PIPE SHALL BE SU�'PORTED AS 3Ttolili IN CASES 1 AEVb 2. -- �•- - - - - - - -"--- EACH WAY �'e Mr S x =-`'•
8. E AND F BARS SHALL BE C.ARRIEn TO A POINT No►1' LESS THAN DISTANCEP'EiO+I 11�OTLs 1 AIL CONNDC"'" PIPES ( 11MI•N ?W ANGL.EEi' SPECIFIED FOR CASE 2 BEp f. � ••eir S x � tT�
SMALL ENCASED WHEN LAID WI'MIN THE MAIN LINE EXCAVATED A � J`� � �j
CENTESRLINE. J 712D + 6 INCHES. -�-��_ !'
/ TRENC71, OR WEN LAID ON FILL WHICH HAS [Vat' BEEN DENSIFIBD. REINFORCING D E T A I l: GdsE w s1 '� r ��'r"''
9. CONCRETE STRENGTH SHALL Bir 3, 000 PSI AT 28 DAYS EICICEPT AS cn' MffSE PLANFENCE r • ss
Z)
►K+le• �
T �. 9L�rtt?tfo. DETAIL -JUNCTION STRUCTURE' N0. °. �z� 412"o.c. BOTH wAYs !-j-- �- ..'� .-- Ai ,f;;+ ETA
10. PtDM OF STRUCTURE SHALL BE STREET-'T'If7ftELE?D TO SPRING LINE.
4:44 EACH FACE '�.. %1... �. M,,
�i'�F. l -Z. G. �G. W G• l7 �TL� f>Gf/fi /�. ✓5 Z ,"° f �..
s..... _ � 16� L IlrlrMMSIM VOW of 0~ ee 116 e..fi. is 40 pope w N
/IMH was *W
11. WHEN "Or- TION STRUL`MW NO. ¢ IS SPE7C I F I ED WITH RE INrORCED MO[VOLmIC
ARCH STttM [3tAIN, VALVE D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. w 2 - *!5 4" T'-'- �'� r- 4 M •�,«ie reels tt w tote
VAR 1 ES =, �' sae I. 1#r FriteL M et s _ �lllr I.t an .flowed se Mft dqw e11M no N ! borla. b 16wt, m le"..
#4A80 M -... _
evillo
REINFORCING STEEL SHALL BF, CUr AND BENT INTO JUNCTION STRUCTURE IN THE ` 0 4-016 e t" FACES � ��� : I ewdsN Le M..t V *oto alai L. Ire• Flown •sresal
SAME MANNER AS FOR PIPE. CONCRETE CRADLE UNDER REINF"ICED MONOLITHIC
ARCH IS NOT REQU I RED. 1 .-1•------ ...- -"- =' --- - . _- % Tin Montego d not b e.w..wt "for a w /r N b MINI be k*w rw ldt% Mo r
-•---'�' suppsrl. M d... s+w MIMI.eh t11. weed tw • eoN1t o►sM hof end M Mhtrofed 011ie w oOtM
see* ed N e peretsrew Mrs/sYs l
Z 1 ►• � i � S Gsne*ata 1►/Let -„-.-- � •
�' 1� ' -� ypa. \ ( fns. apporl - � _ 4. Mlvoidn 40 omposed ""me per% oftw MM'
ANwk
•w arrow. ..r n•.r.w•�. was a.*n I&r aaa"V'r~ wr•a Alma. be~ Beirut* �l a rr_u --
-
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIAALY. WHEN INLET
PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION "S" SHALL BE
SHOWN ON PEiCVFrr DRAININGS, ONE INLET PIPE, SHALL BE LAID ON A STRAIGHT
GRADE FROM ELEVATIOiN "S" TO CATCH BASIN OR GRADE BREAK IN LINE.
ELEVATION "R" SHALL BE SHCWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO
BE PROVIDED IN MAIN LINE FOR FUTURE CONSTTRUCTION OF INLET PIPE.
13. STATIONS SPECIFIED ON M WINGS APPLY AT THE INTERSOC'T'IOR Or
CENTERLINES OF MAIN LINE AND LATERALS EACE:Prr THAT STATIONS FOR CATCH
BASIN C ONNEC"M PIPE APPLY AT INSIDE WALL OF STR(X`IURE .
1
M
0
�
_/of
2
/8
l
Now ew Eju1 i
er ar •
,.
L
• T I
1
_
/.5'
t
o
3' - O+'
12 4
3' - 0"
36
15 ,114
3-4"
'5'-O"
11r A!
e!
6'-'r"
24 1 5'
'i
4'-2"
27 5
7'- 3"
4'-0"
30 6
54" 1
3 611,4
4'- i"
6'- 9"
36 6' t
39 7
4
45' 7 Y4 1s
44
51
4 9
57 91/4 A
60
3 10
66 10Y41 ie
'A
6 9 10
78 1l •
64 IZ%
93- 1374
96 14
102 15
108 16
114 16 on
120 17
{2G 17
•
132 1 Ty,
r
•
138 17
144 18
Use Ds N a ,urhkhowet to i
SECTION M - Ni `rs+alsewr+re e�err�a'•
ND's C!ff I Mb CUM 2
peata ,er ti
sECTTIOy Z - Z
I. ANGLE A SMALL BE BEIM EN 45.0 AND 90e DOWFS AND D 31tA L EW' 24 C,
INCHES OR LESS. FOR SMALLER VALUES OF A AND LVCER VALUES OF D, USE TRANSITION STRUCTURE N 0 . 3
----- APPROPRIATE STANDARD STRUC`71 E.
0111 ell 's
1. JUNCTION STRUCTURE NO.4 IS TO BE USED WHEN O.D. OF 8 IS GTtEAM ?WAN
1/2 THE 1. D. OF D, OR 8 IS GREATER TWAN 24 INCHES. R SHALL NOT EXCEED 2. IN NO CASE SHALL TRE OUTSIDE DIAMETER of THE INLET PIPE EXCEED r
3/4 D, OR 39 INCHES. ONE -HMP THE INSIDE DIAMETER OF THE MAIN STOIt1N DRAIN.
MOM NO MORE TRW OWOPENING SIiAi,i. BF MATTE IN ONE SDCTIQi 0!' PIPE. 3. CENTL"R LINE or twzr swL BE OI RADItIB or MAIN Sim BRAIN Errpr t
WHERE ELEVATION S IS SHOWN ON PRWWr DRAWINGS.
2. VALUES OF A, 8, C AND D ARE 814OWN ON PtOJI9Ct' ELEVATION "R`
MOD ELEVATION "S" ARE SEAN WHEN REQUIRED PER NOTE 12. 4. TRE OWENING INTO THE IsMIN S'IC)l1 DRAiN SHALT. 11E THE OUTSIDE DIAML`I'L10E
OF THE INLET PIPE PUTS ONE INCH MINIMt91 OR 3 INCH MAXIMUM.
3. ELEVATION "S" APPLIES AT INSIDE WALL OF STRUCTURE. S. ALL GATEr.D META. PIPE AND FITTINGS SHALL BE GALVANIZED.
.4. BRFAKOUr LIMITS SHALL W. DETERMINED AS FMIAW5 s Z...`..... - -;- - • - - • - • �-� 9110111 >< �w�wr r i,... _ .. � . _ .!� .. _ ....-...! -�•�- . � w on*
. till ) \ tle.dwsl earl
6. IF ANGLE 8 IS 45 DE7C .'E5 OR LESS, USE C� 1. IF ANGLE 8 IS GREATER ........ N ...... - } mewl N too w �.. _ C A"...ow a = /�
UPSTREAM LIMIT - AT THE ON OF THE OUTSIDE Or THE SPUR WRLL, WAN 45 DOUREE S, USE CASE 2. w beM6 bet on tw 1 I-- - 4 Moa .. """1 i L* awlis 0 """'�'�'�' : ''� ilre"*M
SKI rw i ty1 N e is w ersew-••---•�
WITH THE MAIN LINE PIPE WALL. • # . r""
7. BURN OR CHIP END OF PIPE FLUSH KITH INNER SURFACE OR
MAINLINE PIPE. ROUND KI OF CONCRETE PIPE OR RF,INFORCED CONCRETE b li we,se� _ 1 i�0M.6"#410--t, : • , I
DOWNSTREAM LIMIT 6 INCHES OF THE IM7.71:'ECTION OF THE SPUR � 1
I . tail. w
RO
1 ..
WELL WITH THE MAIN LINE. PIPE W+LL. PIPE. �'•. � ' Y� 4 11 x T• �
e. tip w 1.1. `
11'TATION SPE�CIrrm oN DRAiiiiNm AP' ms AT THE IKTE'RSE�CTICN or INSIM I '•''•• � . i; � � �f--- •- - - , t
/CIA[.L OF MAIN S'tt�M DRAIN AND CENTERLINE OF INLET' PIPE. 6 « ~ Y: lwreMt; .1' ! t7tntal
THE OPL'NI SHALL Bt? Rl9C'TA11C.t)LAR, CUT NC�1L 1b PIPE SURFACE AND, I � �`/ -r! s• MoMt.tT�I
WITHOUT C1AMA�GING REINEO€tCING STEEL IF A JOINT IN THE MAIN LINE PIPE # •'✓ G 1
FALLS WITHIN THE LIMITS OF THE CONCRETE CRADLE., PRDVIDE A I I
HEADWALL SMALL SE MOIVOLITMC. y ' j C t N. 11 C t� .� s,,,u„
ENCASEMENT ONE FOOT AHOVE THE TIP OF THE MAIN LINE PIPE TO THE LIMITS ��_ �� � I A ^i
� THE CRADLE. I LAP ALL BAPS AT CORNERS JO dAtMETER! -
- y °� t� _ _ E LEVATI Ow
If NOT CONTINUOUS. "'- =-
I. CON"ECTIONB 70 PIPES 21 INCHES OR LESS IN DI , WITHOUT Jl.wr10N
S. THE T'AP�lSVERSE REI IN PIPE SHALL EOf: CUT AT CENTER OP OPENING R PRECAST Y BRANCHES SHALL BE WITH SADDLES. A f � + nAINLJ�1AND BENT INTO TOP AND BOT'TCM SLABS OF SPUR. � OR MADE �/ _..._ �
CC '• ~-----------` plot w pre MM.eils... _ ... ` _
6. TRE MAIN LINE PIPE SHALL BE CRADLED AND ENCASED IN 10:5 MAX. 2. TRIM 0111t CUT SADDLE TO SIT SNUGLY OVER THE OU'T'SIDE OCE' THE MAIN PIPE, fG ( _
AND 90 ITS AXIS WILL BE ON THF. LINE AND GRADE OF THE CIONNEJCTING PIPE. �. 1
CONCRETE, EXTENDING LONGITUrALLY 12 INCHES BEYOND THF, LIMITS OF D Dpt23+•#»..
13REAKOUT (SEE HUM 4); AND TRANSVERSELY A DISTANCE OF H ON EACH SIDE THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED M FIT THE SADDLl4 (�� I +e■M6.._ -+ �� (SK 2) •1�- ---- t
OF THE C'Ea+T1ERLINE OF PIPE H 1/2 O.D. OF PIPE + 3 INCHES MINIMC>!t. 3• SO THAT NO PAW MILL PRW0CT WITHIN THE. BARS OF THE SADDLE PIPE. � l � ft" end
��"'�"�tla0
•12"O.C. _• •••'• ,
4
7. REINfC)Icm STEEL SHALL BR PLACED 1-1/2 INCHES CLEAR I" FACE Or BOTH FACES 1 � T
CCttiIC'RETE UNLESS CtINERI�fISE SFIDTn1N. 4. 'IRE CO►�lBCTING PIPE SHALL BE SU�'PORTED AS 3Ttolili IN CASES 1 AEVb 2. -- �•- - - - - - - -"--- EACH WAY �'e Mr S x =-`'•
8. E AND F BARS SHALL BE C.ARRIEn TO A POINT No►1' LESS THAN DISTANCEP'EiO+I 11�OTLs 1 AIL CONNDC"'" PIPES ( 11MI•N ?W ANGL.EEi' SPECIFIED FOR CASE 2 BEp f. � ••eir S x � tT�
SMALL ENCASED WHEN LAID WI'MIN THE MAIN LINE EXCAVATED A � J`� � �j
CENTESRLINE. J 712D + 6 INCHES. -�-��_ !'
/ TRENC71, OR WEN LAID ON FILL WHICH HAS [Vat' BEEN DENSIFIBD. REINFORCING D E T A I l: GdsE w s1 '� r ��'r"''
9. CONCRETE STRENGTH SHALL Bir 3, 000 PSI AT 28 DAYS EICICEPT AS cn' MffSE PLANFENCE r • ss
Z)
►K+le• �
T �. 9L�rtt?tfo. DETAIL -JUNCTION STRUCTURE' N0. °. �z� 412"o.c. BOTH wAYs !-j-- �- ..'� .-- Ai ,f;;+ ETA
10. PtDM OF STRUCTURE SHALL BE STREET-'T'If7ftELE?D TO SPRING LINE.
4:44 EACH FACE '�.. %1... �. M,,
�i'�F. l -Z. G. �G. W G• l7 �TL� f>Gf/fi /�. ✓5 Z ,"° f �..
s..... _ � 16� L IlrlrMMSIM VOW of 0~ ee 116 e..fi. is 40 pope w N
/IMH was *W
11. WHEN "Or- TION STRUL`MW NO. ¢ IS SPE7C I F I ED WITH RE INrORCED MO[VOLmIC
ARCH STttM [3tAIN, VALVE D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. w 2 - *!5 4" T'-'- �'� r- 4 M •�,«ie reels tt w tote
VAR 1 ES =, �' sae I. 1#r FriteL M et s _ �lllr I.t an .flowed se Mft dqw e11M no N ! borla. b 16wt, m le"..
#4A80 M -... _
evillo
REINFORCING STEEL SHALL BF, CUr AND BENT INTO JUNCTION STRUCTURE IN THE ` 0 4-016 e t" FACES � ��� : I ewdsN Le M..t V *oto alai L. Ire• Flown •sresal
SAME MANNER AS FOR PIPE. CONCRETE CRADLE UNDER REINF"ICED MONOLITHIC
ARCH IS NOT REQU I RED. 1 .-1•------ ...- -"- =' --- - . _- % Tin Montego d not b e.w..wt "for a w /r N b MINI be k*w rw ldt% Mo r
-•---'�' suppsrl. M d... s+w MIMI.eh t11. weed tw • eoN1t o►sM hof end M Mhtrofed 011ie w oOtM
see* ed N e peretsrew Mrs/sYs l
Z 1 ►• � i � S Gsne*ata 1►/Let -„-.-- � •
�' 1� ' -� ypa. \ ( fns. apporl - � _ 4. Mlvoidn 40 omposed ""me per% oftw MM'
ANwk
•w arrow. ..r n•.r.w•�. was a.*n I&r aaa"V'r~ wr•a Alma. be~ Beirut* �l a rr_u --
-
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIAALY. WHEN INLET
PIPE ENTERS MAIN LINE OTHER THAN RADIALLY. ELEVATION "S" SHALL BE
SHOWN ON PEiCVFrr DRAININGS, ONE INLET PIPE, SHALL BE LAID ON A STRAIGHT
GRADE FROM ELEVATIOiN "S" TO CATCH BASIN OR GRADE BREAK IN LINE.
ELEVATION "R" SHALL BE SHCWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO
BE PROVIDED IN MAIN LINE FOR FUTURE CONSTTRUCTION OF INLET PIPE.
13. STATIONS SPECIFIED ON M WINGS APPLY AT THE INTERSOC'T'IOR Or
CENTERLINES OF MAIN LINE AND LATERALS EACE:Prr THAT STATIONS FOR CATCH
BASIN C ONNEC"M PIPE APPLY AT INSIDE WALL OF STR(X`IURE .
1
M
0
�
_/of
2
/8
l
Now ew Eju1 i
1
r�'►Ps
36ft
M
1
_
/.5'
f -
�4
r -r 1, I►
D
L
r
_/of
2
/8
l
4
I
�t0
- /
-�'ar
80'
/0
/O"
! -
36ft
,
15,
15
�9
5i
60�
_
/.5'
175 `
6
3' - O+'
4' - 6"
'- '••" _ e. AM 4111110 draft N lit Midi w diwoeeer wM 7 boas M teaO k a1 reviews% own. of "a
r I " . r ewer. one oloWase s%sl UM e.d Deb. Mari MMIsell an rMlp.elf we wdolMq, MNN
GRouNo
GROUND \ / LINE 4 SECTION A -A ,SECT14N ■-S. laa-&* or .gWido l e«► M me".
LINE
Y N >rT� • •
e • -1660 or prop Iripf.ep or Wkspeoll
21
♦ r t r+►e11Msw 61.1.1 .
2-iR4 CONTINUOUS BAR�• .:. •116
t00 SENDant 3
!t 4 12 "o C •� I ,. s« > >< { f x 1 tee- ` r P_
ELEVATION SECTION A -A %I �•� 1••., � _- i�
' I-- - --ew SKI
NOTES: ' •-AIL 4
DETAIL JUNCTION STRUCTURE 00.4 ;
PLAN 15 •'04 C:rculme T;•a
1. A CONCRETE COLLAR IS ICbQCJIRW /I11ERE TILE CHANGE IN G9tME E70CLrETS 0.10
FEET PER FWV. +
2. WMW PIPES Or DtFFE'RETTT DIAMF;T'E 6 ARE JOINED WITH A CONCWM C XIM,
L AND T SHALL BE THESE OF THE LARGER PIPE. D"Dl, OR D2, WHICHE'VER IS
GREATER.
3. POR PIPE L AF13ft '!'M 66" A SPECIAL COLLAR WMIL IS Rf ffRED.
1 HEADWALL SHALL BE CONSTRUCTED OF I_ `• -
CLASS A CONCRETE. Gori. s opm 1, bee -� , r x � , , - ---. . hoetr% dw%f Cele
9- N0 0-0 sir _ . (T*p ► t ;,.... r. �: ' M► « *we to eefto or
2. RE I NFORC 1 NG STEEL SHALL BE NO. 4 BARS OHM aeaea ..r••' 1- ''-"� -aor sx
.. M " w �S E CTI 0 N C- C (ri l) •_oaa.np.. ; NearseeM.
FOR W UP' TO 60 ABOVE W"=60 NO. (iYPICAL EXCEPT ON REM0IIAOLE IMMI N 'LAM portion
5 BARS SHALL BE USED. 2" MIN
uevlt►TroN
CLEARANCE,30 DIAMETER LAP, ALL STEEL.
• ,+ DETAIL "E" tat tt
3. ADJACENT SLOPES SHALL BE If TO I 1 `
OR FLATTER. ��.. �• a" tows «Noor# .
4. • t� r+ ,.MrofN ere est ovist
tAULT I PLE PIPES TO BE SET 101 TN LON4- ,
4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. (IUD 1 NAL CENTERS I 2/3 O 1A+tETERS t I
APART. elr s It • . • - "" n 1,,,,..,.,.,,•#rr,•
R ON PIPES 24 AND LESS IN DIJM EI" AND ON Add, PIPES R EO "V' _'
S. OMIT EI]!dlR7RC1NG S S. ALL EXPOSED CORNERS TO BE OUND
w
WHERE ANGLE A IS L.l'SS THAT 10e. :I/0RADIUS.
,:�. ,
i. REINFOIICItVG IS ECUiR1?D THE DIAML'T`F3t 0!r THE CIRCvtJ1►R TIES SHAH. 6 . 1f1 SHALL B E INCREASED WHEN MULTIPLE . ; '
BE D+ 2 X WDLL. '1'HYCIQVE�S) + 8" . ..•,. >r' Mtn eerw _
( PIPES PES OR PIPES PES ON SKEW ARE USED. �f SS/��,
OQ 0 �� q� artiest'
7. EN Dl IS ! IAL 10 alt IM TRW 02, JOT" INVERTS AILD WHEN Dl IS � � q
MR
GREATER T"AN D2, JDIN SOFFITS. • �ir
• � x tIN�Lf rT'O T11E TO' /wDaO�T1'61M 9IN0!
A. PIPE MAY 8E CORRUGATED METAL PIPE, CONCRETE PIPE, cSt REINFORCED INLET STRUCTURE p �.79CT1dN D- ts� 1 of TME "EM.°"Aaic r�o1rTION oM1.Y1
CONCRETE PIn. � � � �+ * e
Rol= �.e5l elide o. _1090r0• zar (MODCMV ♦�'
gTfo `�00.�+ TRASH RACK (INCLINED-
OQ5,0�
DETAIN. CONCRETE COLLAR 47 FCAL. L-A.G.F. G. O, ✓Tp. 2 3150JC�E Z.-A.G.F:G.A 7 SIL? 0 -QM.
�QRQFESS/ p�,q� BENCH MARKSON4AS CITY OF FONTANA- CAUFORNIA
MAW REVIO iii 2YS ��c�`�� A J. 4. �yC1 msec sat is
4 CITY OF FONTANA BENCH MARX Engin Surveyors Plates PUBLIC 'WORKS DEPARTMENT
�• NO. 533%.2 NO, 53'5 R.R. SPIKE IN P. P. AT WE 3901 Lime Street Riverside, Ca 92501 714x7!!" 4§42x1
• ,A CORNER of JUNIPER AVE, a - DRAWN BY: TRACT NO. 13332 • 'SOUTH PARK SCALE: N ,
15111 � 0 Pt. 4WINeS ' SUR1/!:'Y� EXP. 6-30-99 J U R U PA AVE. I a 40'
�p AIT Dry R � " APPROVED BY: STORM DRAIN 'RMEMENT PLAN
DESIGNED BY: DATE:
IF �9� cj►�� ��P ELEV =' 1046.44+ ''`'`s' ENGR. CITY A.T. DETAILS
- �' a� -
ol��' � C,A,1.1F GATE 12/ 73 J. THOMAS BAINE RCE Na 15795 N0. oESCS1F+Tloa �,�,, DATE ' �, �
REGISTRATION EXPIRES 6-30- 99 DWG. N SHT. N0.
a REVISIONS CHECKED BY: APPROVED.
• DATE : E.C. B Y. P. G. TY I t 1602 15 OF I
I
DIMENSIONS
PIPE
OIAM
L
E
F
W.
24"
4'-9
2'-8"
4'-0"
2'-6"
30"
S' - 5"
3' - O+'
4' - 6"
3' - 0"
36
6'-0"
3-4"
'5'-O"
3'-e"
42"
6'-'r"
3'-0"
5'-6"
4'-2"
46"
7'- 3"
4'-0"
6'-0"
54" 1
d'- 2"
4'- i"
6'- 9"
5' -4"
1 HEADWALL SHALL BE CONSTRUCTED OF I_ `• -
CLASS A CONCRETE. Gori. s opm 1, bee -� , r x � , , - ---. . hoetr% dw%f Cele
9- N0 0-0 sir _ . (T*p ► t ;,.... r. �: ' M► « *we to eefto or
2. RE I NFORC 1 NG STEEL SHALL BE NO. 4 BARS OHM aeaea ..r••' 1- ''-"� -aor sx
.. M " w �S E CTI 0 N C- C (ri l) •_oaa.np.. ; NearseeM.
FOR W UP' TO 60 ABOVE W"=60 NO. (iYPICAL EXCEPT ON REM0IIAOLE IMMI N 'LAM portion
5 BARS SHALL BE USED. 2" MIN
uevlt►TroN
CLEARANCE,30 DIAMETER LAP, ALL STEEL.
• ,+ DETAIL "E" tat tt
3. ADJACENT SLOPES SHALL BE If TO I 1 `
OR FLATTER. ��.. �• a" tows «Noor# .
4. • t� r+ ,.MrofN ere est ovist
tAULT I PLE PIPES TO BE SET 101 TN LON4- ,
4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. (IUD 1 NAL CENTERS I 2/3 O 1A+tETERS t I
APART. elr s It • . • - "" n 1,,,,..,.,.,,•#rr,•
R ON PIPES 24 AND LESS IN DIJM EI" AND ON Add, PIPES R EO "V' _'
S. OMIT EI]!dlR7RC1NG S S. ALL EXPOSED CORNERS TO BE OUND
w
WHERE ANGLE A IS L.l'SS THAT 10e. :I/0RADIUS.
,:�. ,
i. REINFOIICItVG IS ECUiR1?D THE DIAML'T`F3t 0!r THE CIRCvtJ1►R TIES SHAH. 6 . 1f1 SHALL B E INCREASED WHEN MULTIPLE . ; '
BE D+ 2 X WDLL. '1'HYCIQVE�S) + 8" . ..•,. >r' Mtn eerw _
( PIPES PES OR PIPES PES ON SKEW ARE USED. �f SS/��,
OQ 0 �� q� artiest'
7. EN Dl IS ! IAL 10 alt IM TRW 02, JOT" INVERTS AILD WHEN Dl IS � � q
MR
GREATER T"AN D2, JDIN SOFFITS. • �ir
• � x tIN�Lf rT'O T11E TO' /wDaO�T1'61M 9IN0!
A. PIPE MAY 8E CORRUGATED METAL PIPE, CONCRETE PIPE, cSt REINFORCED INLET STRUCTURE p �.79CT1dN D- ts� 1 of TME "EM.°"Aaic r�o1rTION oM1.Y1
CONCRETE PIn. � � � �+ * e
Rol= �.e5l elide o. _1090r0• zar (MODCMV ♦�'
gTfo `�00.�+ TRASH RACK (INCLINED-
OQ5,0�
DETAIN. CONCRETE COLLAR 47 FCAL. L-A.G.F. G. O, ✓Tp. 2 3150JC�E Z.-A.G.F:G.A 7 SIL? 0 -QM.
�QRQFESS/ p�,q� BENCH MARKSON4AS CITY OF FONTANA- CAUFORNIA
MAW REVIO iii 2YS ��c�`�� A J. 4. �yC1 msec sat is
4 CITY OF FONTANA BENCH MARX Engin Surveyors Plates PUBLIC 'WORKS DEPARTMENT
�• NO. 533%.2 NO, 53'5 R.R. SPIKE IN P. P. AT WE 3901 Lime Street Riverside, Ca 92501 714x7!!" 4§42x1
• ,A CORNER of JUNIPER AVE, a - DRAWN BY: TRACT NO. 13332 • 'SOUTH PARK SCALE: N ,
15111 � 0 Pt. 4WINeS ' SUR1/!:'Y� EXP. 6-30-99 J U R U PA AVE. I a 40'
�p AIT Dry R � " APPROVED BY: STORM DRAIN 'RMEMENT PLAN
DESIGNED BY: DATE:
IF �9� cj►�� ��P ELEV =' 1046.44+ ''`'`s' ENGR. CITY A.T. DETAILS
- �' a� -
ol��' � C,A,1.1F GATE 12/ 73 J. THOMAS BAINE RCE Na 15795 N0. oESCS1F+Tloa �,�,, DATE ' �, �
REGISTRATION EXPIRES 6-30- 99 DWG. N SHT. N0.
a REVISIONS CHECKED BY: APPROVED.
• DATE : E.C. B Y. P. G. TY I t 1602 15 OF I
I