HomeMy WebLinkAbout722-D BENCH MARK NO 6 -B CITY OF R.C.
CONCRETE NA/L Al NO R rHA/fS r CORNER E'/611TH sT,PEEr
AND /yEL i M4V 4-r1v(1E.
E"GEVAT/Ow. /096./64
vi
N
* U _
10 7 0
1070 v, �, . -- — — _
E�� `
rOP/,WALL q �4
Ek/5T/N6 _ ��� 2 a 9/0
CNA)VNEL WALLS —--- ---— - j I /rVt!=110.65
FL OWL/NE 30 �'CP f
500/0
(� 11.49.52O1/TLET f32. 2 /NLET
/,v/_62. 62 /rVa _ 10272 (060
1060 0`0 ;►,
O 6'` MIN. CLEA2ANCE SEW —'
tg,. VcP F ROP ,
or PC
F.L.
�-——---— K'ZW'g .� 4 '
PROFILE SCA_E
CONST. 275.07 L.F. " ,2CP. HORIZ. 1 =�O
Q VERT. 1"= 4'
CONST. /43.52 ZF 30",QCO OD - 54.�'7 C.F.S.
1050 09= -50.67 c.�s 10,50
0 1 2 4 5
IN OF 00 /
• / �� C NEL /
W
���� 00'00` ENC4SE �X/5 NG i8"SEWER 5 BAe L
a h W ,eCR
� N�� E P j�� r /N PCC-5'E/rA'ER S/DE OF 30" N j I�O /
�}►`g�� 0 E SE I�� P RCP STORM ORAw SEE DETA/L
�61 PS BELOk/ __/ b
,,0� / e
G0�' y2G>� (0.1� �a $ O p2� 20 STO,PM DRA/N ` EEt ETA/G f� . �f1EtZw --V-
� ••' ''
ox
j 5 i CONST. 30 R.C.P. STORM DRAIN .
6 t90 FUru2E' eC,e :a _
v< v 20'53.57` O N0"03 55'`W 276.40' �_
5� '%� /all GvUR ef6A/Nor UND/5TL/,QBEO
� - N47ZAeAL �20U/VO
o NO°03'55"W N
/ W EX/ST/NG' /Q" Y.CP. OOM63r1c `� WLY L/NE OF E'LY Ile LOT6 �1 SECTION �1 �A
Q� O '5'6&16-,2 GINE cC.cwc)) q NN-c� SEC. /5, rIs., R. 7W �� SUVJ-CALO.'
2o'sroRM oRA/NEAsE/`'IENr TO � �n � Li1� ESTIMATE OF QUANTITIES
o �N� C/TY OG,2ANC'NO CUCAMONCq PE2 W W / 422. 94 LF. 30 ''D/gMErE2 QCP srORM D2AlN, D-loop
//vs re. n/o. W 4 / E4. 2.CP COG L4,e PE,2 5.3. C.F.C.O. 5 r0. 110./�7
� � "
�W W / EA. CB. -.�0• / PEI�1'sro:pK�. �v0. 500
� gam` ��� �s� � � � Q o•o DoT 7 �,,/� .
• - .' / EA. CLEANOUT P C/ _:,5ro. DWG. NO. 5!
Lk
�o LF �c EMCASEME/VT OF EXis r /B"(SCP SFFe
NO rE ° 5 aa,es -
w
_
CITY OF RANCHO CUI'"%AMON_ GA1
CONT,2gCT0,2 SHALL NOT/FY CH/NO BAS//V b `
MUNICIPAL W4rf_le D/STr2/Cr (987-/7/2) c�
EA/G/NEE�2/NG 06',0 A/VO CUCAMONGA COUNTY 3C" 'ecp
2oP0 SO% 27- 27PLAN AND PROFILE OF
WATE,2 D/sreicr <9g7-25q/) AT LEAST 48ti�e5. P 5E0 _.�122 2r -.'I' t�5° C�
P,2/0,2 TO CONSTi2l1C T/ON. •"" 33' / 41 s �
�% SEE.SHEE7 a STORM DRAIN-
(0.
o
ANYCON6;reUCT/ON W171-11N SB. CO. -ZCW CONT,2OL /,�, .e: m SOUTH OF SEVENTH STREET TO CUCAMONGA CREEK
O/572/C7 �'/GHT OF 1114 Y w/LL �2EQU/,PE PEPM/T F,PpM 6"CEA e T 11434
x
v B. CO. Fl-000 CONTC01- D/ST�2/CT. 6„ 20, �„
�b CONT/110005 �'4 E3A,2 (/D'LONG) TYP. /; --'—'----- -
J`
l2. CITY ENGINEER J DATE
EX/5 PNC /8";ICP SEWS/ e L/NE (CN/NO '` SEE .S 8.C.L C.D. STANDA 20
$ASIN MUN. WATE",2 DIST L/NEJ PROTECT ( �'J/ _ :�`/07 DESIGNED DATE
//V PLACE �•�/ GEORGE H. MIM MACK
NM CONSULTING CIVIL ENGINEER
SEWER ENCASEMENT DETAIL 5' A DRAWN 214 S. EUCLID AVE., SHEET
NO SCAL E
49
C'A,M ONTARIO, CA. 91761 4 OF
R.C.P. COLLAR DETAIL cH s DRWG. No.
sca L E. / a �{,1:,.� l G'� 722
R.C.E. 9399 DATE