HomeMy WebLinkAbout1569-D t
NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL
UTILITIES CROSSING OR PARALLEL TO THE
STORM DRAIN UNLESS OTHERWISE NOTED.
•
,n
N a
0Do FINISHED SURFACE AT STORM DRAIN
+ z 5 t �( EE P eNT WID N N N 4
m O cm d
CY
cr
EXIST. GROUND ^
_
1 130
NQDN (DO tr ±28.Co r to
ti + z ------ ---- --
- RIM ELEV. - �-
O - - RIM ELEV. a ::g t 2? • 32
a 41 RIM ELEV. .4 '* c~n 4t+r•4 �
N
CA t25.17 - - HGL
m
ELECTRIC
LINE HGL 22��6
V2O.Z2
" S 0.0040
1120 .9,2
4p" S=0.0040 � •
�3 8 -
r 20.26 F=_ -------
S=0.00645
0.0064 5 .9 7 0 n L ------ ���9
S F L F.L. 6`'
S=0.00645 - ----- C,
A 17.09 W F- 0_
W V
116.361 �i4) F.L. 17.12 w ? ��C 3 0
C ?l F.L. EXISTING SANITARY 0 N 0 N M
q�C SEWER AT T N m m + o
D (V z
W N x I- N w
w cA
i111�0
HYDRAULIC DATA HYDRAULIC DATA HYDRAULIC DATA HYDRAULIC DATA
Q25= 65.7 cfs
Q25 = 65.7 cfs V = 9.3 fps 025= 38.3 cfs Q25= 4.5 cfs
y` V = 9.3 fps V = 5.4 fps
V = 4.5 fps
PROFILE SCALE
HORIZ. I" = 40'-0"
VERT. I" = 4'-0"
113'-36" RCP 287 -36" RCP (1250-D) 315'-$6" RCP (1250-D) 438'-36" RCP (1250-D)
(1250-D)
10+00 1 [+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00
CONSTRUI; 1I = , - FROM EXIST.C DRAINAGE SWALE,
NOTE: STREET STA. S.D. STA. - 2300STA. 26+89
( ( TO TEMP C.B. STA. 22 t 43: 44�t .
aO
SEE DETAIL 'A' j O TRANSITION DRAINAGE SWALE CONSTRUCT DRAINAGE SWALE 0.�NC, N N co
to
BELOW '4' INTO LOCAL DEPRESSION +
STA. 10+00(STORM DR.) INTERSECTION = - � FROM STA. 17+95_ TO STA. CONSTRUCT DRAINAGE SWALE ��- +-�� � N
.F-
I I STA. 33+00(STREET PLANS) II I 14+95±: 300'±. FROM STA. 22+20± TO TEMP. C.B. N t-b�` d
st✓E sTReeT �� �\ STA. 18+03±: 417'± 23 X00. 00 CR' \ �, IN
3 2 ^+, wioer�tNa o u 8 4 ��'���,�0' 3" A.C. PMVT. ' \ ti�
-��- ---- _ - -I- - - -- - --- -- �►T" fir . . LAT' '.
90
6 R/� g 2 N I N O O - q - - C\11
�- T22 '
S.M.H. /w 5 12 7 1 3 S.M.H. i 4 N N 16 .. 1 g 19 2 -2I i l �, 15 8 S �ZD gp N89 5932E OD N O SIGN POST(50,6 �� *ta�T 4) �XIST. AC BERM (toe� t<tmmso, ss�sErt.4) 8
�= g2 .. w �' "' JERSEY �_OULEVARD " Q W
e W - -- - e W
-= o -- -�_
1� I�
I 171
xo N I,
� CD m F- o N u� �- O N z m
M
111 II II I (Dm �UZ ~ � w 4' `J N
I - O ti =j CL O �c p 8 6J
N N N tD yFApe haat. �o�. si w.nu� 0 Ift 1 O V O
cn O 00
a- wui r Ql I(1 aD Q N + N I 1
Q I 0 0 V cr0_0 N �,� ti V. N I` ~ I� Q' O H O +
I( I (D < N O �.e4�- ,a• t0 .}. + .}- O_ Z- d'. N t�
(I (D + (D ♦ (D t �_
I ti O M a m - CD Z i-- Q
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N r I( ..J - ;, �Q 4 to Q 4 (n N (n dl H
IO I 1( I wQ O NQ tiQ :' •.' F- F- f- t-
( o v~, ' F_ tiny="" �' (n `�N (n CONSTRUCTION NOTES:
/( • z_ x • z d z SECTION B-B 9 50ALE. I"= 40 �
�_ CONSTRUCT M.H. N0. 2 PER RC STD.
� Q W W J Q `'J CITY
i (na Ocr Iz tea cna ;
Q I I o v N 0 N Q i DWG. N o. 319. DESCRIPTION OF REVISION ION DATE
o r I Z w N LEGEND APPROVED
I 2 v C) W CONSTRUCT CATCH BASIN PER RC STD.
I� W I II (i>_
w o w m w mo W o z EXIST. DRAIN CHANNEL- PROTECT - DRAINAGE SWALE DWG. No. 300., W= 21' AND LOCAL DEPRESSION
�••I w zz U w SAWCUT AND REMOVE EXIST. CASE E PER CITY STD. NO. 307. CITY OF RANCHO CUCAMONGA
c cn z �- z w cn m (n = SIDEWALK, CURB AND GUTTER EXIST. BLOCK WALL- PROTECT A.C. PAVEMENT PROPOSED
o - o �- CONSTRUCT 30" RCP LATERAL 'A' PER
cn U 3 U (A �� (n �� AND UNDER SIDEWALK DRAIN JOIN EXIST. DRAIN CHANNEL S �o ��'" � w� 3 DETAIL SHEET 3. JERSEY BOULEVARD STORM DRAIN
A.C. PAVEMENT. EXISTING Q r
CONSTRUCT 4 L.F. OF UNDER
SIDEWALK DRAIN PER - STORM DRAIN P� �" (4�- CONST.TEMP. C.B. CMP AND 24" RCP LAT- FROM WHITE OAK TO I100'± EAST
Rlw I I R.C. STD. DWG. No. 107-B \pp ELEVATION ND. 24953 ERAI_ ' B' PER DETAIL SHEET 3, PER CITY
j 9 PROPOSED
_ ��� co° moo• 143f R �-- STD. NO. 311.
4 - -- a �p ' v PERS DETAIL EMP. 3;B. AND 36" R.C.P. LAT. 'C' PLAN AND PROF I LE
u,vE ExiST.Si.o� , i• - ti� tib' (7
flgTE OF CAL�Fd !/ 6 CONSTRUCT CONCRETE PIPE COLLAR PER
ry CON5TRUCi'ION MOTC-5 CONT � R. C. STD. DWG. 329. APPROVED BY: 1 DATE:
,y4x �6n 4 vA ISO ... 2 �o ��p h. ,� CITY ENGINEERS RCE No.24953
10 F.1FRAF oN IJaTL1RAt_ KDDlN& (3''o To ? 7 CONSTRUCT 36" RCP
T 5 qUf -. _ O 6"QS COvB(.� OR cQc1,4R�Y STONES) `R'' u DESIGN J.F. DAV ID%QX ASSOC.,INC. RECOMMENDED
r DJH 3880 LEMON STREET
GOI�ISTRUGT N{ODIFiED A,G, MRM PER PLF� ± ra� ;F `.� ;A 8 CONSTRUCT 14 L.F. OF CONCRETE ENCASE- RIVERSIDE, CA. 92502 �R -
Io 9Q i3 I!0 CONSTRUCT 6o 15ID6WAL.I' MKCITYSTp. I0� `• p ��/ MENT PER C.C.W.D. STD. DWG. 23. DRAWN SHEET
21 R O coN5TRUCT A C, 6ERM D I-8 s: LAT 2 OF 4
�� 4. �. h 3 P :ctfY5TD. ivq f -� + -;�► CONSTRUCT M.H. N0. 4 PER RC STD.
l7 I �" I IO NF KAr ba NATuKnv " " 9
w-QIk+R�sv�E 3� °� �� sI' s' \ DETAIL A II CONSTRUCT DOUBLE ROW BRICK 8► MORTAR- x� DWG. No. 32i . CHECKED DRAWING No.
SECTION A-A .E. w35458
r �� N.T.S. BULK HEAD AT END OF RCP STUB OUT. 10 CONST. UNDER SIDEWALK DRAIN PER R.C.STD. 107-B. W.S.wSDATE FILE No 1569
1
ct)
OD y. }
tD N w {(�^ Cj W ]n M
,
} n bir a
W W > W F- U W �U
N
N "? l h F= cr
�. M 11 ��;
W
� C%l O Vf Oa N U� N 6t
W
2 � „ 0) _t! M m nC 0 � _ Fv OEO� iri O FDI
cV O
v O � 01 � � (\I N \ M � � Q:F--
O N ±2cm.26 O — + Z } 27.32 N v (o' + Z TOP M.N. �tV N Wa t a_ N a a
O m i 126.3°i M N v 4- W"'� v
� - (26.30 — s TopC-mp \\� N \ �
ti Z TOP M.H. c T.C. — ? TOP M.H. �N N = y t 28 1 N ~ a
PROFILE NOTES
1130
EXIST.
z « a 0 A g EXIST. a m
113 0 �' � 113 0 Q GROUN 6' , N �` 5'-�r"_�- 6.,)--
6' 1130
— — °v° SLOPE TOP TO MATCH E N — _ v - _ _
a EXISTING AND d ADJACENT SIDEWALK
�"MIN F L. SWALE
FINISHED SURFACE N 1 3" A.C. 112G.o i 3" A.C. O PROPOSED FINISHED SURFACE
2 26.35
1 125 24.96 W.S. 1125 HGL W.L. 1125 HGL 27 28 W.L. O 5 vt wa K pRal Nb �tNDER-
112 5
HGL
S=0.0185 TEMPORARY CMP CATCH BASIN
PER STD. DWG- 311. 1 S = .010 ,
t
1120 — S = 0.0100 1120 1 120
22--s3 1120
21.5) 22.33 F. L.
19.41 F.L. F.L.
F.L. 2027 22.03 HYDRAULIC DATA 2' 24" CMP
18.99 F.L. F.L. 025- 31.8 CFS
F.L. 21.27J V - 4.5 F P S
19.24 HYDRAULIC DATA HYDRAULIC DATA 13' - 36" R.C. R
F.L. •
F.L.
Q25 = 27 CFS 025 = 7 CFS (2000-D)
V = 5.6 FPS V = 2.1 FPS NOTE:ALL CMP RISERS ARE 36 LATEPAL ' C'
13' - 24" R.C.P. 5 0 5
15'-30" R.C.P. (2000-D)
(2000-D)
LATERAL �A� LATERAL
5 0 5 5 0 5
.
NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL
UTILITIES CROSSING OR PARALLEL TO THE
STORM DRAIN UNLESS OTHERWISE NOTED.
• J
• 1
- le
"
4
t
' S i
CITY
• DESCRIPTION OF REVISION DATE APPROVED
QROF ESS!
• 5~�P� CITY OF RANCHO CUCAMONGA
No. 24M JERSEY BOULEVARD STORM DRAIN
31 TO 1100'± EAST
A
� FROM WHITE OAK
E°F DETAILS
APPROVED BY: DATE.
CITY ENGINEER .4LL RC.E N0. 2495 3
1
DESIGN
RECOIv1MENDED
J.F. DAVIDS@.DYASSOC.,INC.
4 NDJH 3880 LEMON STREET� el/,�,�,���
i. t
Ex" � RIVERSIDE, CA. 92502
fi DRAWN
/ WN SHEET
�♦ CIvV�- LAT 3 of
CHECKED DRAWING N0.
R.C.E. N0�4�
W.S. DATE FILE NO 1569