HomeMy WebLinkAbout1142-D ■
IMPROVEMENT PLANS FOR THE CONSTRUCTION OF
UTILITY NOTES
`"
sht /. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR
INDEX OF DRAWINGS
l STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
nom escnn O C4#�I O OTHE AVA/LABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL
N O �Luu L
/ SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS SHOWN ARE
EXACT. THE CONTRACTOR /S REOU/RED TO TAKE DUE PRECAUTIONARY
/ r/TLE SHEET I Q a MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF
2 NOTES, DE TAILS a RESURFACING SCHEDULE FOOTHILL BLVD. RECORD OR NOT SHOWN.
3 PLAN a PROF/L E TURNER AVE. TO STA. 25 *00 W � 2. PR/OR TO EXCAVATION CALL UNDERGROUND SERVICE ALERT. TELEPHONE
4 PLAN 8 PROFILE STA. 25 * 00 TO STA. 3/ f 50 Q HAA/PSN/RE Sr. No. (800 422 - 4133 .L
5 PLAN a PROF/LE STA. 3/ f 50 T STA. 41* 0 � � � � W � � � � I l J. THE CONTRACTOR SHALL CALL THE FOLLOW/NG UTILITY M A / 4
O O Q � � Q Q � g � � CO P N ES 8
6 PLAN B PROF/L E STA. 41 +00 TO STA. 49 f 50
W m �� HOURS PR/OR TO THE START OF CONSTRUCT/ON.
7 PLAN � PROFILE ,STA. 49 f-50 TO SrA. 58 7F'00 _ � � � � DEVON Sr. Q�� GENERAL TELEPHONE CO. (7/4) 983- 1811
DEVON CEV� CUCAMONGA CO. WA TER D/STR/CT (7/4) 987 259/
Sr8 PL AN a PROF/L E STA. 58*00 TO STA. 65f47. 88 PLAPLACER SOUTHERN CAL/FORK/A GAS CO. (7/4) 798 -77I/
s,. SOUTHERN CALIFORN/A EDISON CO. (7/4) 986 --586/
9 CONNECTOR P/PE LATERAL PROF/LESSOUTHERN CALIFORNIA GAS CO. (7/4) 529 -2889 ( TRANSM/SS/ON D/VISION)
/0 CONNECTOR P/PE a LATERAL PROF/LES PAC/F/C TELEPHONE CO. (7/4) 666— 5662
' D -2 '
iART "'�
DETAILS A THRU D —2 VARIOUS LOCA T/ONS ' ' E Y��F��sw��.
E�—
/2 DETAILS 'E' AND 'F ' AT ALP/NE ST. AND ARROW ROUTE Ck
AL PIN ALP/NE 4�pfESS;paq�
SAL/NA o I LEGEND • Fy '<
SAL/NA ' _ __. c3oGn �; N'').2.'i$14 r�/3 DETA/L G AT PLACER ST. � 2 �sr
I EXIST. DRAIN � &P-12 3 `^
/4 ROUGH GRAD/NG PLAN AT NORTHTOWN PARK S/TE U` PROP. I —•---••— No 3832 /9
/5 LOG OF BOR/NG 9 rN. sr. 3 I DRAIN
A N
NImo CK/NLEYP6 TN, sr. SHEET No. QO qjf o��` ��F�Fr.�'0o�`-/
Q ( OF CALF
° I & 4,99 MOA10. C8. Co,�WV SXEET 4 OF 5 �l 3-15-02
R 2SrN. Fs—r
z i _ &EVISED TRENC>� DIM., SHT 2, 8/24/87
o o P4rH. Sr �f �/' ZQ lVO GRADINGNIIiOTAT/GN, SHT.3 8--94-87'
Ic. . ,���
? ADO. CONST,S'UCT/ON NOTES SHT. 7, 9, 12 6113 8.24 97
4 __ I HUM LT ST. �o-s-pro
A.T.BS.F. RA IL ROAD AOO Q + ; ►i Pyr �•4 �./ S-•- f/yEET f OF/S /J07�. l
r fl 3 31.E CITY
a rN. sr.
DESCRIPTION OF REVISION °ATE APPROVED.
t�lj T �
CITY A 0 RANCHO CUCAMONGA
154)7r"' sr. 7r". sr' PLANS PREPARED BY :
HU
o �
BASIS OF BEARINGS BENCH MARK No . 111 — A o °
6TH. Sr. APPROVED BY: DATE: ®2s"97
BEAR/NGS ARE BASED ON THE CENTERLINE N.W. CORNER WEST W/NGWALL AT N.E. CORNER n T CITY ENGINEER - ��"� R.C.E. N0. 22y9'
OF ARROW ROUTE SHOWN AS N89042'34"W CH/SLED SQUARER 23 'N RTHCOFAI /N
CONSULTING CIVIL ENGINEERS DESIGN PLANS RECOMMENDED FOR RECOMMEN ED
ON TRACT No. 5347, RECORDED /N 8>h. ST. 8 /2 EAST OF TURNER ; 11821 E. 11th. STREET POOLMAN APPRO`JAL3Y= tea 2 �
AVE. 8 44. 5 SOUTH OF SOUTH SCALE-: / /000 TUSTIN, CALIF. 92680 DRAWN SHEET
M.B. 66 , PA GES // 8 12, RECORDS OF RAIL OF MAINLINE TRACKS 8 2' BELOW (114 ) 832 — 4101
SAN BERNARD/NO COUNTY, CALIFORNIA TRACKS. POOLMAN 1 °F
15
ELEVAT/ON = ///0. 057 o s- -g7
VICINITY MAP CHECKED DRAWING NO.
PROJECT ENGINE R.C.E. No. 14526 DATE ..��r«sQ���t . R.C.E.N�3/C73
as 118G/` DATE _�1O !0l FILE NO 1142
. '- ' '
.
.
0/00 = 332 c.f s. - __ — -j_.. 0/00= 324 c.f s. - 0/00 = 300 0.f S.
`
f-.-.---A, .f I .. � I 1,_ � ... I"''. I � �, I - I i I i 1 � i I I ! 1 1 1 l ; I I � i � i -7, � I i 11 v I ! I . I � I ! i i � t
-_. I.. .... I 'i � , t ! I i f - - - //05 i i i
� �. . I I i , : ; i i 7 ! i i i � � � f 1, I i I � 4 ,0. 0 01160� //0, 01 I i �
.: ... ,__,_-;__1-1,�.. -1. . I : I I ; i T.4 : i � ; I ,I � 1 t ! i I � 11 � . � i � i
F- _ _ T-1 I - -., f , "� - ,! . : ;, � ! i � � : ; : ! � I t -, - � _:�, . � ��� , t , , ,
24
~
I - f ruRNER AVENUE- � .0
40' A (D/ ;-� PRorEcr IN PLACE
16-1-51.26 � % I 0 4-00 L A rERA L I , A .: 30 0, _(�� (i>_
I TURNER A VE'. A. T 61 S. F 2 C.M.PA.-----__________,flRA1LR D .8 E = 9'- 4A,' S z I/0/.41, R z' //O/.53 0(�>__ REMOVE WOOD FENCE'
..I r___ Itfl, M., I W 0::__ [Fit ! K;V� ___11 I As NO G94VING SHALL OCCUR WlrHltV THIS AREA C16 GRADE DIrCH PER SEC. A -A HEREON.
-- // w ___ — 1. it--- —ft! 1! — 11 11 M ____- i - v ffli rO 1UPEDE THE FLOW OF LOCAL IZED ORAINAGE SrRIP, PLACE COMPACrED FILL a REGRACE PER s,yEEr 14
-1-— - —Mir— all, .I.., i ... I, a
N SEE FENCE DETAIL BELOW RIGHT .0 "", /9 FURNISH 8 PLACE .96" R.C.P
16-k88 00 J$.No. 4 E A s___ I,;( Q, e
: 4 2 V_�,/ , f. 06 t-�tu -1Z I + Q�y_
I : N 'r, 0 * �� , to tl (�D
I I - 'Chi j Q ,� . P4, RK S/rE N Zt "I'll.,
- - - �"l N 89043'50"W - __ IV 0 00.9,'31 '�Y 1�11111.......,1:1! CONSrRuc r JUNcrION SrRUCrURE No. 4 PER L.A.C.F C.0. 3rD. 2-D 193
1 6�1 1 - /�l`*x 4 53.07' -, 1 I ll - 7 , 1�__4 1 �, -_r I . I -- ____ t_1 (2�__ CON5rRucr N. H. rYPE* 4 PER clry sro. 510
% r , I I I a
r%�_ 4 Izt I 3 7�� -- -_ I N, Q(- -_ - - - 27 FURNISH 8 PLACE 36" R.C. P
I - 16 — T - -- �14 , D.�,�
; �Ik 11 11;c _j 11 I " __� F_ Z_IZ
(d '1� IT 61 . -4 �6 (�) % I (� t4j -_ CON3rRucr 4' WOOD PIcKer FENCE PER spf-c'3.
I � I,- j� I � ��N I 1 30 I-SrORM __ m.H. rYPE A jo' 3roRm DRA IN :� (D
� � I q � (D
.
I _� � �b cq,6 1 22463. 41 �S) EA SEMEN r cawrRusr 8" BRICK a moRrAR SEAL
N U) 0 �, DRAIN ESAf r
11
: Ll *,14� 1 (4 ,;;t,� 1 64 (�)__. qEMOVE CHAIN LINK FENCE
-1 1,40' Qc W , �k (D
-jp - � ,� _, 4
1 W �d . t%q vj N 50 �k 1 65 coN3rRucr 4' CHAINLINK FENCE PER SPECS
---i Ill tk: QO k* I h) REMOVE WIRE FEACE , ROLL UP 3 DELIVER 7v .-ROPERry owNER
I 05: (O % Ici 55 lz� 67 REPLACE GRASS 30D IN KIND
18 1� 46 1;�� .rpllo, '
J ���61 �6'5"�r � _ 14 h I I DESCRIPTION OF REVISION DATE APPROVED.
" %
SEE' DErAIL A ON SHEEr No. // I - 20'370RM DRAIN E-AsEwNr —i --- I N`LY R.R. RIWILINE STORM DRAIN PLAN AND PROFILE
'
- .9 0 - - //I �-7-0 k � I I
r) R
1;�t N �, AREA SrORM DRA IN
' '
�
`
.
1\1 0_r�TH TO w 1\1 i J_� _r K - 1 16 ___V,�_:A, i ui - I . hj . .
F PIPE- CURVE- DArA 771�� (D Ic JOIN �i k SrArION 18 +00 M SrArION 25-1-00
I l,r-:,-)I T 1_` r� ze � 11 - - _,,Z__� . 8-24-37
G) I 1��) (D It I 0� . I - r. 'i'� W'j � APPROVED BY: ,I 9�_11�_"'Z DATE: -
A = 89 0 35, 1.9 " Id .= 170 08' 46" A .= 15,70000, 1� � X. CITY ENGINEER 44 �/� -`-�--`��—/ff R.C.E. NO. 223,97
R .= 45' R .= = I VARIES, 8"MAX. ':31 SrRAIGHr GRADE F L. d JOIN I I— - DESIGN PLANS PREPARED BY: RECOMMENDED
I I SHOWN ON PLAN. I PIcKEr FENCE , k L;,:;: 1��- le. V4,A
SECTION A —A Z� ' � @rD
r N,
�_�_, I I I .
11 . I
i i f �
� . I
� . I
. I I i i I
t � I 1, I I
f I i I I
I 'I I i
I K I i I
I __�__l I I f
4�77_ __-Ll� I _:�, ,' �" !�t I I �i! �,I
I I
tT I I i .
I I I
I I i I
(I I i f
`
FILE NO 8-t-062
' .
I -
. ` .
`
.
� ` '
ti
• # -••- -,}-.<..>.�}- ';-„.€�'''.-• --t-•'' -f'a--r-ti.< '}s-i-,•» -e-w., f<--^'-..: .r-•-{- +--..w.:......- .-t-..o--�-:-f s->-« ..---, -r er-•-- -^-_ ...�, t.._..-,-r-t-• .'-_-a- 1 "'�." I� }a.°---E .-.... <....-a•.i.-:,-^-°r
.<..>.;....._r i-.,-« --r -{ --i
6 i I '
� � � � # 1..;... € s .-.-.i '+-'- -4- f «-,-t-� �' i �p .-c ;.E a� ;..a-s �.> t f �t_,.'- -t ,-,_.r !.-._ �.,-. ,.._.-t ..«.. <-•_a �_... -.-t .._;t ..:_�
A
..--e ..r- >-, �s ; ..p.-,r._;... ; .�-t- -»-k--•- a .-,...y.-i p"--.+.:, ,-.-� ,-y-j.. ...i
I F E
a f g_77171p
717
V •Q E 1 '_ I
�4-^"+'+--^?.�; .{.s._, 3 f ,.{-..<..;-„.} I a.,. -•- _.-S>-_....7-
NZ
_.....i C
�+I V
€
MATCH LINE 25 -00 _- . ., . _. .. ...
SEE SHEET No . 3
� I
Q
i O SQ, ti loll .
I
15
E
t ,
O
,4RMI TAGS AI/E.
y
� w
a 34.50' 40.Bs'
o�
-•O
36.00ict
a _
O
—.- 628./4 ' TO � � � 4/.65,
TURNER AVE
f
i
1J n y.
� 36.00' � O N
N ✓ I .
at,,� .�....�..�w°' �,��j �,.""� �,,,��,..�,. rte, �aa...�..r. M.�.�.��,.,•..�,
�U t rte, a
----------
------------
tb
ZZ
n n
p
!
•a
O
r~
........, _:. V...........
29 + 50 s �'
,
w � • _ - � _ -.-,-.t.,,.. t->. .r.., _.,, _,-t v- ,> -}�«o -.--ti-f. ,7..........:.. ,-.--- ..,.w �� -{-e ' , _ t <_s { +-
P-P, 4A 4015569E II I
M
O E
i
Q1 T G%
•` e 14
E I 34" .3 4'
11 22' ............
;
N •Q I I • O i ' t t 1 ' --- `
/// �� c ..�..}w .,-•-c _ .i._-... .y_ 't' ,. _ � � .r..,... ,,w.,.-.-.-a. E �--r.-.,--'-,-t -1�.., f ..,.,. . .y...,- E
MATCH LINE 31 + 50
i
• o k -'-i-- -^^-2 � >-..iw � E 4-E-.-�-- --t r .a.>- t Wt -,.- ,.�r„`t.a-._.-..t .,..�,.:. } � .`?.,.-.-�., ...�..,.. _,<. 1 -,-:.�
SEE SHEE T No. 5t
4' 5' � w
/// '� (n D ,.-^n I: � .., .�t -••�---,t.� ,.....f - .,�.._...,.r-..-,.-,..., ,,... <--}-,.- ...,..o,.....,....j ..;..;.f .«...<..�,,.-:.:-,-.� t'"- ---i ...,-4-, ":i..,:-. -r.-.'"-..'4
REGIS)-
O � 11 � � ,,..�. ' -„,«-, t- }....-_. ”. "_"t� i - --=.i...._> ,-.�� r-•-r •;s-.,.-. ,.,..r 't_,..... .� ..t- .r-..�..,.q -.r.-.>.:..,. �-,•-> t..-, o ..;-,. -..,.- �.}
L1► c7 L tr
.�...e-.-c .-.._...,,:_. ..-.,--:.i - :�-..,.t,..... .-.-..-..<-'-s- ......,«...,. _..o...� ..�-r«. t wq. -•---,.t-a._ ,..r ..._-L-,-.->. -'t'--<-'---t-°--4 i---... ..,..-,.p—� �
' � t
// -yam �_3_3N�- € +. •-�- -� , -r-.-; ,i<--�� ,
r.._.._._,.r .�„...:....... ..,-i':.< ,�—t -{-"' f �'f-.."'., T. .,..,..�. ..k ..->-t•-,' '-t�4..-•-.( -_.... > - —t -r-.< -F-.._.-,.z
�� �`,/ fj� Q _-:.-� "o..._-. �•.-, ._.. �w. ,_�. <._-s- —t..:-:-.,. f-..,.,_..� _..i..,.,.,w ,...t,. „-•:-a- .; :�� "'t--;.,- .-'i ._:..t.._.. .,.tro ....-� 3_._-.,....,+. �-." ��
11� // •F '�' t' do`� v, `�` (� (� �� � �� (� n n 11 11 11 11 � � � O � E i ; ' t t i ,
�, 2..._«.,_� .,-•.t-..:-.._ ,. ..t_..« ._..-: ,•_,>.._._..«-r,-> --.i-.,-. �>,.T..-,. -�...,...- -.._t t..-.... ...Y.«r.. -..r ._.5...-:. -- r --
f
c o c o
n
fl, a
-
z
v : 4
rnZ �.
m �
O Z a
z rn
O �
m m
•
n4 'C _ .;,.r... � a ,< -.,_.. .t _�r•o�...- t---. ...; .-i._..'o-t , _•-a
A V
�v
C
Z
ui •� � �
con
Z
Z� m i w _ ..� w � p y �.».�.-:-i.,...,.r-�-�-< .�..�. -.,- -....t...,�.a t •;-E-�-� f i i--� , '--z" {" "-t- �' -"' € '�.`" _"�`"-:.` }'""-' �! _ �' , i� �1�� ��E
<
MIN
� � � c «� � � i l�
."0 Z
'r � � O ! � I ' i 1•--� 1 � }.." f....-.,. i t E ; � ! i _.. ! E. ..__ � -.--}-"` ' E� t , j j j '
r �
m Z OD
CD
rfl
1 !
' rn •� � t_.,r.:.i--t-,. � ,-:-,.-..i-:_. r-i-a .N.>-.... -.}-. i: �. .o.�-....-�os-'-<- -•�-- ...�.. t.....-, >--}-: --.� { ,.-o-r-, .-- r-i-.._.�.-:. .._,-o-t-•-�-•-F •-+--e,-. ...,....,_:.� ...�....:.:.�.€<--.+-r#-,-,- -,-}-...,..;.3
O -,---e ` . +'-'.' a-.-`- r-,-+- € r-�-:-e--,- tr-E-'`-^-`E I ^+_`"-""-4 .-%..- +•-w -r- ,..-,--{ •b-i-`- •.-•-a-,-•---•a-�-.''->-« r-«-r-
..q.:_o �.-..+.. :-i-E-+<•"""�--'•-, �•.{->-:';,"`E :{..ws• o_:-i- «-�-.w-t->-+o•»o--. -{-:-p �`".'t- -{-^_-'i•+•.�.w-^.y-.-..._..•.--+-o.:-r ...a-o•--..3 0-,-+.-�""--•,+.-+-,-.-o-?.+- •,-.-,-:-.,._..o.-i-•,.,�•-< --w•--r,,•...--..:-a --+-"-.-^-t 't..'-' -*'}-+
�-1 CC,,.. O � •i a-i-r- •-r-:-;.•r-•. -.+ -r-t'-r.-.--. .;.;-;.,- .;.-{ -�-'-« ,..4--'`�--^-».E_ --�-?...:- i->-:-, r.:.t__, --�-"t_" _:_E`>. �".«'"•`';` '�
D m nW � •.,.`t +•�" � T_`.`-�."' "`f �." "�`' I •-i'�-•- �--�-^-t- a-�-:-«-�-,-.-{�--A E -a--....-.- a,-,-_•f
rn D o rnrn
Z O -,-,-o �p--�----•-f'^ <-•''-+-•-r!'a-`-�- ---•-;�""_`a'- •-'-� :: 1-r-..�...,{.. «,-s-�.: .� i«»-: ->-;.?.:-._.. t.,-w.:_:_; •"-'<---t'+ -s•>-:.- -•r--e-:.+-;. -t-+-:-!-'-E 1 •->---j'- . ".�'^'•-.�•,
� E
ouZ O
� O w i� T A -, .-..-,-E-,-' -,.>- ,=,,K 4 t..._,.....>_«-...-t-;...»-.s_,-,.-,a-:- ._..i ,.i.._«-:-�-- f .f...-<. } fi-,. r.<..:3 {.. -._>.;..,� f � € -t--^.-•^�-:-,e-�.......-€- ! t
� � �0 O � �,,,� x '� ! � =—t-�.:.._ .-}_..r-._. � !-. .,.-. t..,.. �......., -.•.-}....-.-,.tom.. ..-�- .-,-s-.-: «--+->.—
I
< '-r-E•+• -.:.w-^j..,.t.`-I-{-t'..+•,-°-+"-.' +-*....�-�•.-,-r-- :..,.,..,.,.� ..:.:.a,.>-'+--#�,-^.-1-.-..,•..:...:.,,-t-- .s- •�--••;->.t-.-...-•t•:-:.' «-€-,' s-•+-->..-..�, ,-}- 9»...-.-r-«p•�->- E r-�--<-,-r-r-+-. -.,.->i -•�-- ; .,-t•s-+-,-.-.«--«-t... ..p-e.rn s--,.».:,j
-
/
/
� . i1i � : , I � I !
i , , � � : t � I � . ; �� . : I � � i : � � fq I 11 I
f T... .. . � i ; . : I t � i t : i 1 ,I ; � : � ,j ,+ 2 11 va � �
�I : .- ,. . I : I . I � � I z m ! i � � I ; . //� e� I
� - i . . �/r�H � F w r 1 �
1*.. , - t I i i 7 1 . : : i . f � . I � , � � ; 2 1 AflIv:
I I K i I � - I 7 ! � i � � i � I � � i � I j� � � ; , ! i i I I/
7 I � I ,b
..1A 0 : 1 1 1 , - . : � ! r : � � t�'111'7 i � : � p � . : � .� j , � I
; . ,,,,,, �.. .... .- �I I t t � I � � � I I � i � ! � I : � I . � � I � � :, I I , i Fj
1.
i . T � 1 1 .t : I I � � : � ; � 5 . � � � � � ! i I j i i ,, � � I , i f i
; . .....�I.1.1 ,-f.-:.I, . t f �_ !, i , - i � , I � . . : � i � i . � . � ? � I - :
_ i I _,- : ` � r I I i 1 ,5 ; � : I I , ;
.w.l � - -5 . . ; I I ; � I I � � I . . �. ! ! , �1��
�i 1/1 � � I I � , � � ; f [ : i � i i )4� i : i I , � I i i , : I�_T � - a',
1, I i" I � . I . � � I "' 1! i I 1 1 � � i I . . I : . . � r ! I I � � f I I . f � : � f a � I I : I I f � 1 � . s
1.1�. t I : � f . . . . I i 7 . . , ? � : f It � : ; I I -I �, � � I// ; i i : I i i I I , I J� 1,
..... - . -m I 1 , , i I � f I I I ��I/ :
: . __ I 1--i r - � il I f � . , . � I . I � � s � I 10 i � ,
I �, lffl_w .1 .... 11 ..I . I 1 ! I � I I I I i i i � � . i � i � � : ; : i : I m I � � � � ; : I � I ; " : I i : i � �. t $ : ! I
I I ! i � . t :0 i ,,� I ; .
- . ... � I � . F 1 :_ �i, _ I ! 1 J . - -1 , I I � � I f f , � i . I t I ! i ! 11 I i i i : : $E,ct10, 1v -
�/ I f � : : . i . I � � 1 $ � I � . I i.
L*A. ��,�. i___ 1. ; i � � Z05 ; : ' I � i
.
11 Z-/�0) 7 I .. I , 1
t, i - I t � � i , � I I i � � � i .�O I L. ' s /?.!C. , , ,
31 32 33 34 35 36 37 38 39 40 41
Z2.01 AEVARD CONSTRUCTION NOTES
& - L.D. CASE C, G x2 ', Hz 2', -) A (Z/ �,
- !j54' 22 f 1/21 T L �\i a - ? -? 0 -- -p SEE DETAIL 0 ON sHEEr // T R ., 1\1 Dj jc 0 "'D__rj REMOVE GROUTED RIP-RAP
� . _r I - - 1 8 & REAVVE CONC BLOCK 8 CONCRETE' CHANNEL PER LErAIL 'C' SHr //
I - 11 15, 41 1 . ''. I rS. No. / , SEE DEIAIL C &��_ REMOVE PORTION OF R.C.B. CULvERr PER DErAIL '8' SHr //
1, I - IV 00 16'14"E A ar--- A 44- ___ --—*--j - ON sHEErll (D- p
- __ wEsr R L. SCHOO 32 8��_
NORM R L j. s. TYPE A ; 31A. Pr. z 39.1-44.50 18 SACKFILL, REGRADE AND HYDR03EED PER SPECS. a SEC. A-4 0 B-8 HEREON.
- , �Ilt 11 C.�. No. I , If I /0', V sr 4.00' k 48 1 SCHOOL 40 4 = 451 8= 24" 0= 6'-O" 0= 54" &
: �0 . L.D. CASE B. , G x 4 ', H = 4 " V) : 0�'_:�_, -
I tq ,,, U,.H. r YPE a, Sm. P r x 38 4-45.00 1- 8 394-61. 00 &
I V 43 vEr41L 8 SHr It FOR REAR OPENING 0___A_ i-A = S.D. = 04-00 LATERAL . ANGLE POINT 23 FURNISH a PL ACE 54"R.C.P
' . I � N, 0- P P NO 4- A z 300, 8 z 36 , c z 10 ,-6" /8 o 39 .. I 0 22'04 " wEsr 18�,_��
zfl (3 DI x 54 ", D2= 60" , S = 1109.40 � lz� % I'll &
'' '
I 47 (s \tj, * - (1�1
co (6 . 7— __ ml- Z� &
co : " I I B 'tzq � 0��_
,� �1: I 33*O/. 16 ��j A BORING No 4 1 95o ti-i �, coN3rRucr M.H. TYPE 4 PER CITY sro. 510
. . N I 0 13'55"E . _ t 111,11 I a
N, N ----\. - r , 1%%; � ill,
__ - ---- - - - -________-- I X - I -___ m — 2---i- -— z ,,,
L I - - -n I I ) CONSTRUCT m.H. TYPE 8 PER CITY SrD. 511
: ,q) ( JS o. 4 �! : L - (�)_
2 A — 11 -j A �-A V) J�+N 11 I 8 ad Sa -
a___// - 1�0 (��) - 1 008,09"w - 8��
. v J.S. No. , I - _ . tAj- (E�
. k 1 3246 38 1z 63 E41 ���- CONSTRUcr CA rCH BASIN No. I , W-- 4', PER c1r Y SrD. 502
5, N AS MAIN f 3343
I & ---11 . __1 . 0 6 . I SELo)FILE D, SHr 9 iA ( 43 coNsmucr CABLE BASIN Alo.I, W z /0', P.-/? CITY srD. 5o2
I I . � &
/ . � REMOVE a RELAY 24 L.F. 61 FURNISH a PLAcr TEMPORARY 6' coN3rRucr1oN FENcr
f GAS MAIN 1 Nt . 24"R.C.P 2000D REMOVE a REPLACE SOFr8ALL SACKSrOP
. - T -,, � ,�_� % (E�_.
C. ?_1,c.`-'_j — I .1 . _____ __ __ DESCRIPTION OF REVISION DATE .
sEE sHEE r No. 4 50' 1 �f. q ) rf -
\'D 9�kl3v E - T 1\1 a 9 0 1,3 01 , �j r--c 1 4 : F _j cuc /\]\,]urjNG1_/_\ N1 IDD I 1___j ,:_.,_FI 0 D I A .11i
^
if* 9 I STORY DRAIN PLAN AND PROFILE
VA R. �_'c 15p. 121 1/93 '; A REA RU S rORM DRA IN
3 I E�, I 3 i IF S.D. HYDROSEED REGRADED I I -fl?. r 47 coNsrnucr LOCAL DEPRESSION, G z 4' H� 4 'v PER CITY sro. 518
� PIPE cuR vE- ,oA rA JOIN- x —��REA, SEE SPECS. 4.- CNIA� &�_I 1i
F-l'--i'll T , "'� i
, , * , I I :_ " `�, R,
, , , t " i � :
.
I 1.1-1) '. 0 MY 48 coviiiiiSralcr LOCAL DEPRESSION, 6 z 2'H z 2" PER CITY srD. 518 STATION ,31 -1-50 rO SrArION 41 *00
- 111,L__��- � ,/ - -1 (�)__
1411��1�p - - —--__ - __ It- - (950 �:� CONSTRUCT GROUTED RIP- RAP PER DErAlL 'o' SHr // -
A 90057 '41 " Id 60 0 57'24 " —`___ A,_ iv11_P--. CITY ENGINEER K-.1 4 -77L-=_/0- R.C.E. NO. P23-97
+ ��t- & 1 . . A fle" 4�21e< _
.= = /O . REMOVE Pac. GUTTER 8"�,� coNsmucr PC.C. SPLASH PAD PER DETAIL 8, SHT11 I C.) .�,, -
I I TRENCH I WID TH � (�)_ -�! �� t4o. 145/26 ;IV I I -
r .= 45. 76 r .= 13.24 / / I /I )t bp.3.31.89 .If I DRAWN I @rD SHEET p � __
�
\
� .
R : r
�ro
c
E � t
{ t
'.t .�,...--« -_•-Y �t.j _ oa.w � o � :j-""- .t i•--. .-t-<.._:.j -t 1.<--.w �..-- >.;"�- "t.-_:..:. ,r., .
MATCH L/NE 4/ DO
SEE SHEET No 5 -�---
11
N 89°/5'52 W
(Q �I V1 VI
ILM
N � � � O � � � ! >� (- } it ✓ ° 1 � ( - ,- , �! _ ���_�
(y r q �. �. -t4 4 _ w -•.
I .
��1 � f t � E T_._,..� •-i- '-F }- � .s -�� --^-F t-.---,.„{.. ..:� �.<--..>- 3 ;_ ., -.-< -� =---v,---�.: }..__.,-r >-...-i�.---<-->�E
t- �; - -t � �..�..- ,f -<.� _�..>..-> t,_,• .� E..,.--c <«-> i� E .,«.t. >-t-- •..f .<�>. �w ...,. .t,.:. a 3._, .�-a...+ ,.� _ .._.;.g�
1 l 1 w � E ,�. 3 _"`"t-•--°
1 +-?"- ( -� ....$:>-�-,- t -j-- '-`t +.r-._•- e-- -i-- �.-t-..,-� _a 1 � E .,-.-�-}. t_-_;.4•}- ..._-..p.-., ,--•,' .,_.-i e.;.- +-.>..-._i <�....:.. <
11 11 11 11 11 II 11
II �1 � G.1 � •Q � i 1 ; � � -r-- 3: .. .;_ _--.€ ,...+ �> f ,.�_> 1-_,.,.�...j --t_. "Y`- "-`} :.i-�--•.-�-...:_.t.____-.a
30 30'
<
S.BOFC.D. ESMT. �
f
}
,
o
77 !
1 1
h
t
w
4 j
�' -�l, _ R,. - <�� .✓fes < � �_ .t._ - � w, ,- _ �. ,., -� O
• O
>
€�I
O 1 ti
, 5 t
.t_, .-+-, -c�.• '� .. ..t' -�- -•_-.t. ..._.:._-.}e --a.-t_ ,.�-w.�:.:#• 1� . ,— .-.-2
III4f H.q k.." R"T "I"'17m 97 47 ol
v
� 3
® , ff^^ � -q_-...,.•...- -,- µ-...— -,,,-.,». ,..; ......_ ..�_ _ �..-.<��-.iT N{-_- !---_<•f - -•--.t-r-"-- -F-.-"'-,--{..-r-�oi_;.-..,--t- -•'--r
V 111
/ a
. , ..,..;,,.a.�......t,..,..> .(�,- -.-...«--.,.-,-.. .,r t.---•w-..-wo-.._.a..«.� .:...,a...� .._-•...-,_.<.»...<».,..� -.,,...<T..... -...._��., •:-+--a.>....,._ < ...-1- ,Mr9.-.-..<...,a,__y ,--.W ,-�-,-.- ,
YI 1 I,
"'1 `• ' : .<a-x-., --,w ,«b.._«_.�•---1•e.---<•.y-...;-.w. ...,-,«..... ..-,...z >.,_.4_,._,.. ,....,. ... _a - w. - , - t....,w-� �� ,t <._. 1-� --l.a... ...,_i -•-w�� .. � � ,._. .,, � ,r,,. -
N • 1 n1 I ` '
tS`
MATCH L/ 49 +50. 27 E.C.
SEE SHEf r ..� � r -._ .. ..�:
I i
SOUTHR/W ,.._.,. _......-...__- m_w .-._;._� .__,...., , _
ALP/NE STREET
,
> ----------r" (1) -------------- ......------(ZZ z <z
rn m �
ti
mz CD ZU � � I � rf, O ,->•�-�.,-a•>k-.,.e.�...,�.,�•o..ab.p..�•.<..w.ad..,�..�.�....,..�..a�,..,.�a_».>�.,µ.,.�...,...,,<- ..�._,�,,�.....:
z zm � � � � a n � .�.._,��;.. .<n-....<__.,.._�.:.,� .�.,..__...,__,...__...._..,---,-<._...<_-. _,..._.,..�_--»w-,._-w __�..:.�.;__> __,.>.�.<._.;..._.,-«__..,_,.,_.�...__..,�.....,_._.,..-.:..�...;w.-..ro..�....w.._�...,__-...w.:ro;-.>�.,.�....� .. _:...�w •: __:-i
� y
D m � � n �
O }
4/00 = /93 c. f.S. 0/00 = /90 c.f.S. 0 /00 = , //O C.f.s.
�.,..,: ,.�.._ ,.. _ _ ._..: ._ ,:.� _-. .,.__,__,_, -,,..,
n
.:(. .... .. .. .. - ._ F.. r ; r € - t -€ :f € -t F' ! t t } r _ r. t T - ( i € t S € E
_. ..; , ._.:. .. ._.. ,.. I t ° €. �- ; i _. E.. I- I f f i 4 4 I ? € I t i I' I i € } E I' > € I' I' ..
I :
i r i
1. I I
I } .. , t :.# ... .. t E. E a E E i. - , i : ` [ i t € I E I �. F i k i
I I
V_ i I i 1 ! I € ! i. t
I I k 4 I I /aa�! /�/ C.,f.S / // C f.S.: € b I I i i } ? 1 I ( I
r o f I. : I 0 a I i i I
-.._ _.... ........ _.._.... , .. E , r c q - f t r t 2 i i I d R
... _. .. t
I
I I 1 I : t : I I I - , : € I € I I I ! I I I 1 €
'
L I . : E ! i i € I { t i i
I I I I ( I _ I t ! ( p q i ( C q I 1
_... _..,: ...._.... .. ...: I i f Oa- /54 I I I I i # ( p I.
.p . ._, .. ., ... ..._ .._ ...._ ,.... t .. .. p } k , i ? , f i t. f t. i t i i i t i 'I t. m
t i r E' r t f Q� .I t I E I I z
t I
}}
i
L: ..... ^ E : I t € : t . i f t t ! t f I- b ! t T i f
I , I : . y € : I i I t I fi
r- 1. i 1 r r I } € E ! I I t I i I r ! ! t E ! €' i 1 .
.. 1. .-......�:.. �..I_..... ...,_�.::�.- -_..:-.>... _ .:}...... ........'._.. .. :. , .. } 1 r t r E 4 r t i i i � I' I t I
} I 1 L : i t ( I 1 I ?
I � i '
... _. : : : f s I i
qq
i i
i L
I I
i I I € € I I 't € { i ! I' I
4 { I : , t I 2 I I
f. k , E I . > i 3 i k } ¢ f i { 3 , ! t I I }
... -:-£ -.: ..... ^ } : 1 - i I I I i ( t F i € i t I t !' ! i I T 7 {{
I I I € } I € I I } # ( t. 4
0 1 b > ._ _ t 6 P � i k I I. i. i 6
}} I pp p¢
7_., t q -I' r t : r f : t i rr 1 e ; i E e i _ is P e
i
..I... ....I. ... - .. .{. t. }: 1 E I ? ; 6 t. t r ( } } i I I. _ t f t ( 'I
I . : i : t : I I ! i i q I Y gg
I I € i d I f O I I # I E E
! i 4 i ? ! I
t
I I
t t I i f
.•._..,__.. _.:....,. .. ._. .__.. ._..... .. .__ ..__.. .._. > .. 1 , i I t I i i i f f i i i t 2 - I' I 0" I # �5- ! i i i 1 i.
p }
b ( : I : 6 }: ( I } I e € €
.. .... i ( i i I I I }
E
I I i ! I s i z
k - _: __ . . . t : I : # I I
7 € I
i
! I s I i
I I I I , i I i 1 7 I i
( I I k 1 . : I I I > I f d I € I i - ( , {
> ) t r v < ._ ... � ... ,.. .._ .. .... i ... I I. : i } t v t € r I , r t i l i i i i" I , i 7 i 1 ? j } f ( I I
�.__ ... . __ I_.. 'Ii r {' "I. i t 1 : F r r r tr t t i l i { I I f ..
t f -
k E t € i e i I } 9 i o
... _:.I ._ ....... .. .. ) } s , f Q 4 i '• ' ' 4 i E I I I' i { i i t
I' - e r c ;
t
{p
.: k E I I i i I I I I I I 4 I € I' I L
I I E I I I i I T 't i } i € I I I r l t I
q (.
g I
€ �1
_..' .. _ ..._ ._,_.... ..._'. __.. ._.... -. y i I CS I r t E i € i t i
T q I I I
i I E i I i E-
i I I I i 1 I I T r 1 I I i 1 I I E
E. .. ....- .._ 1. - I : I. I E. t I f 5 t E
_ i I } : : ( E f I 1 r t t I I 1 I
..--
t (
........... >.... .. .....i .... ... - ,. ( , I .. : i t I > I- I q t 1 1 E l.. ..
r I' I I
*--
I 1 : i Cyl I I I I F
.:� ... ,......, --.. ( I i i f i I i f I Q I' ( I- 4 E € j
__.. __., ii ! I 1 I S r I { I I I I I I I i I. I 'I ,.
r. .. __-.€..... ... t .� : I "r f t + r : r r i ! t r i u r i r f t t t i .
I ( € i E I f € I i ( ; i
1 r I i i € i E i
. ' q
! I f € I ; : t 1 y I : : ( I 1. I r { # .
I..: ! C E I ; 1 : I . s t I I . t ! I j ( I F I f k .
_..: ... ... :: .. .. -_.....- :,-. . __...E. -- _.,.-... -.. I I } I I t i i I i 4 I I" I
T
f t E : , i i i
.... .. ...... .-. .... _........,. - .. a , f t � t r F e t 'r i t , 4 I. I ;
E , € � I : r E i p € 4 i i f €
I
3 ._ I__ , I i € : ( } I I I I € I I ( k 1. f L
..... _..: _._ _ i. ...f- 1 q I 1 k t I. : ? € t t E r i I i F ; _ I £ I I I -
I I ; : ? : ! : I 11 ! I I p I 1150I l I 3
r...._.._. .- ..._..: ... ... a F a ) F. .. q > .. > E I : j gq} 't I t I t f j k t i d }
t I I �i t , 4 € & I pp i t d I I i I f r { i j I 2 1 T
r .; ... ..
:
i
.. I b I. €. ! [ € V € E- i F i g f {. i d. I. i
t
I I
. ....- ..:.... ........y.::.... >.. �''.` .. ; f. E : t ! I i E € I j i , } : ! t i ( k t € € € # r i I i t f f_ i.
f £ - E I... a F , { 6 o : r t i t t i i f f r t' `
j , !- r r > - I r f d ? � ! i f ? r k' a •' t } ! I I ( >
qq
it I t I ? t` t �I j }
r ..I: -4 - 1 i I E- } : ! 7 g¢g 4 i : 1 i I ' i ! € I\ € i r I i i ! € _ 1 i E..
........ .a..._.....j_... _.. __.... ...._. ...__..._...... ....__ .,."_:.33..._ ................. ....... . .. _... ._: ! f F 1 8 i I 4 E t r f t f (� 1 1 ? E I .. .,
- 7- Y r 7 r L. v q € , r i i - _ r i - v € E L 0 _ € {
I : I E I i __ t € 6 I
( - ! E I f 1 f
' .I I. { 1 0 E I f i � II r t �. 1 i ( 4 } I IE 1 .. I .F 1
- -k __. _.. I I . , : f T I P } t d i t d t f E
I f I I
I .. I } i i I I i I E
.. _ 3 I
I .. I_ I € I , ( I 1 I I I I o- t I ��Z E I I
- I
............ .. 1. ...... .._-......k .._....__...,,......_. .,.___ .._.. .......:... .. .... _ : ! : t f t ! ., I i , 3 t E k A -. .. _ ..
o p r. t... _ t , i # i t t i t I.
_.......; I .
..... ....:.... , �. , ( , } i I t i i r ! i. t : - 4
t I - I t I t t I r } F . �1: d I ; s i d
I I
f
� � qq
T... ; Y fi I c ( P
k { I r i � I . r. € i E j I (..
� -
d i i / I € I I ( I I I 1 } I f I I I 1 I
r t, i E E r I r I f { } T I Ir , I 3 tr } ! Ic - :..
_... ...__. ._.. ........... .... _...........y..._ �. .,._....... ..... - .. _ i _ i I - -
. i
. .
. ;
x _ t E I
I -
..... ". ... ... :. 1. } t t t ( f t ; r r t I r t ,. t y i > - f t t ( { E { ; t
I : I I € 1 ( : I : : 4 I i i I 7 € i } r
l ) t 1 G 1 . i i r I i I I ; I
I : ¢¢ I : I p I ( t € € 8 I I i i "1 4
.,. y €. .. . E .6. i. s > r I E ( i € 77 e C I. F t I ,..
4 jj
t
I
4 I
I
, t
t } r I #
_,.....4.: .. x... _...,..�. ...._E- i' t. q ). .., 7 ! I i q
pF
I F
_... . ..... .....__.....__ . _..... ..... .. _.. ...__.. . .,, i s I E i t . ! I i i i ?,
r I : f I I 6? s t I I 4 I ( i € % I
E t I I i' I } { } { € f f f I
... ?__ qq I h ^ I z I x
- ! i
b r i r i I : ; } , r. I I .. I I d . I r � 4 r €
. ..._--..�.. I.. C I E � : �v t , s : � 1 : r r .1 t ! } j t � } �.. E' I I i f � � s. T I�.:
.. .__.. t .. __ .. .I- E i. t gg ( d } I #. ! i. ! ` I > r f i t E. it I E. I t t. T } .
. ..........:. .. ..... .... ....:... _. .._._....-11... "_... •. .. € , , f I I } I f I i I t i r r i I i 7 F ! E E t _ 4- F .. i
i i
.F ,.W "._ .._.....,.:". .. -._ ......._. __ .., r t i d f ! E }. I E S
} [ . t
-d >.. , ^ :. , .... E, I- I t E r f } t [ t 114 3 i - i I'
I ! I
��._ i . _ : �
I !- 1 I : i I j
�[ 1.: I I :? I i 1 I i k j 1
E
pp ,��'''""�� y. ?
, t_... }_ I I C �:._ • I . 1 �1 : I r 1 4 I
> ,
t,
__€ _.,.__ r __., . I t I � Q ` I i i
�! T + : d - € I __
>. , E € E IV : q : i r i , i Y I T �:
r.. _:.. :.... ._ f ! € I 'I' r r I i : : 1 t ; E t } t i {{ € i' t E I I i e '€
- a- € I } .. t .... t ! , t , e > , : ' E F E f t i E i d I b
{{ {
I
:k..: is . ,. I t { , I 1 .. l I ; t i r i E I 1 I f € t t k q[ .. i..
!. I : I 1 }} I I ! i T i.
I - I t ,,: r, t I € I � € I I I I I d i
. _ r. I . I 1 t f r i ,Z�a i ; I E. d.
k _ : I `
... >.. .. � t. 8 t E i I E i i {: i + I i t E 1 - t t f I Ir 1. F 6 -
:
-
f
F. .�..: - I DB 58 3 0 1 f t : t I r I' t I 'a• € { r- I
q .... .t.. .. .... .. qq._. .. ... .(:. .... �.. t. A 77 9 0: I , I E I (.S {/�'J I t d € q .j-
1:. _... .... L... : .... :_ .. : , - f E + r s } i t r r ? i F i � - . t .. ;.
} € : :'( //421521 / V. I
t
gqj , t }{
.... ...... ..... 1. ., i t O , I t' ! F i s t i' q t S i E ( i t 1 I .I i j t. I. t f. ..
.. .1 ._. ,t._. _ __.. I C:M.F, vi ( i t ( f I r i f
{.. I : € '�: E $ I I s €
cs� i k ' ,, I I { I I 5 -fr p
>. I GI I 1 r , # E 4. z .
_._ r.. -..._.... ...._ _. : ::. : I. I. , �' ?- 'f t i p I : t , : r 6 € T t - i i I t i I t � ...
,.,._-L._." _....
...1. ..._.. ..__ :._:_.. :. .:: .__.1
jJtt J ... _: --- ,..:.... ...__.I-.-_...'..r..... --- -...__ :__.' . ! �a r + I rQ I � \/ r i I f E t t } 1 I t i
.E-. ....t_.__ .. ... .€ F.... .... ° t 2 i ° : : r r t I : : t a - }r t E _ i t .. f #g
T __ ! : i ! I i i k j I i 6 E
\ 4i t I € € I I ! i i ! f t i i I
:
-. ..,. _ I I: - .. t. L.. I t } ; f i - : r > 3. _ f E I ..
tt _ .„ ,,. I
: _....:1-14
_. ... 1..... .. I 1_41 .-__ .. I f ii t i i r ? p ,... ! i i € € , /�Af gg t 7 _.
{- -t E € , } L. -, ; } _ i. l i f" ° I t I 1 , ; > r r r r t € z z r S I i t 'r i 7 i i ! k :j:.
. r i' i
... .. .. ,
_ _.C'.._.. .. .w-- t:.,..-,-F. _ _.. , r - - r r r- r - , < E t , E E ,. f .. f £
..
I E f : I b , , i E i i f i € I I
_.-... _.._ ... x_.... .. ... , :..- t t r t T i i I d ii} € I I € r E I OZ E q,r I.i :. ....-. ..... .. ... .:. q I , f t f r I r i I E f { t 'i 5,€ , € r y t I I I I I I t A r
i-_....>........f... .__. _ -i-_.. ... , . . I I L. .I. .- 4 i I : r r : : I i {¢g p} t t_ g 't } .t.. Y
1 „!. I t 7! 8 j r qjg io 1 I i I P i F i
d...._... ..__....�-.... >...._. .. ._.. ........ ...... ... .>. ..._.I-.._ ___... _...._. ... .. ;,,.,_.. ,.:, "� 1 i ... f t F P I 8 f i { { € > ? i i , .E. ..
.,,.. ._ _.. _ ,.... , }j 6 }
•.. ... ....._t_... !_... ...° .....r....,. ... S •. t. i .. LC ! t E 1 a1 T. . t".. , i t i F ?- f : F:.
f 7 T. o- S ( € '"" y : Q� I I Z i CSI 5
_.. I r : i ( € I I
I r. .� I E ,Jr € i 4� I i t. z i
. __ 6g I i . 6
... - ! T /N . TOp - I I I q q
, d , ' �?� L• . i t ! : t I
.. -7. .,..... ..- ....- .. _.. ___.::: ..1-t--l- __ ,._.._ _„ ..,. _, a... .._.. ._._ ... - t I E } E i f i 1 f I r t t I > E -
�11
1
k fir i : : A �?
._... __ _... __ _... _........... .._. .. ., R , : , i t i : : , { gg
:. :..1 ._ -' +' t I I '. I " i 1, , E ( > P - 6 : r 6 € 4 } > E / / a I 'f...
I:. I ! I I .
I I € I € I [ \ f} 1 ( I
_ t. , r r t t t r t I ,Y I 'r r 4 i r i I I f .. _ .. i. I v -
_ ._ .... ._.. : : q i
k r __ .. I-— I i � � : I ! I ( € i I i I € ( E
i , ,
k ti: E.
L } } L. r I L j X' i i
.1t ,1t a - E , 1.. i.._..... ._r ....T .. t , .. Y..... r f ""> } r I t r I'
1........ ,".....1.. ...x........ ....... T...... .. l ..• ... k .. !.. .. .- t f i t : E f ( r t t t t i I i f € i t { i j j { k j t' l .. .. f.
I 2 I i I I
d... _,- .. _. _.. t.. ._. - _...- : .....- / is , < ... , ! , t # E, t l` t I t d f.. E- - > - F
t i p
} t I
............. f F: t - I _, t .1' ({ ? 9 f 4 C r r i t E I i € i € I q I z { E I t i t if :I..
{ ._.._._ , .... , ,. s. ,._..:.; .I. I ... . (- k , - i f r 6 ._ ,,. `a q I f I 'r t ( .. I--
d q{. I 1 ! i i € } S I t t. p I
I f , -r' q ; I- ! , I : I Y, r I f I : : : t a i f 7 i i I € , I-
..-.._............ .......".....",._.. .�_.:" ._... ,. ..__,.-._. ::._�.. ._.. -.... - „_,_.., jj. ._"_-. ._...,:._.. pp:...�...__. :__. ... p
,{_. € r i y ...._ { ' / X i . r ? I_ r € : ; - I I ( f i �.. s t i i i I t I 4.
._... '...._... ...... .-...... .._.. .... ...... 'E-_. ,- r 'f '; a '{ r , : i t r i i i t i t C t
:.._... ..:. .._..s..._. .__...:.. ._ E:__ ..._ : t , i i I it t i i i s P t
A ff Q:
!} , }. !: ... ..-. , .. __ "Z. f.' f , � S \ r I : i F e i € I I i < P I € I f > t ' ¢
.,......L._. _ .. .... .- . ... .........__ ... _ -? , _ , , I r € } P F , '. 7 f t r i I f t k
t a
{ ,.._ .. _.... € I " i t c�' ii : r I r t r r r t 't' r ? I I s i, "..
I . , t ( : : I € i 1 I I /I q 1
..,..._.... _ .. .. .,_......__.... ....�...._._ ...._._...... ....... ... - , i , t c 4 t t t i t t i i i 'i t r 4 i t { E t k ! ! w
..
d Y.,. ' �rt .-
I r
_. _..... , : : t t
,
'. r L. . f: i : E ! i .. { f e t i ` i i I ! } i € i I S € i
J: , t { I I i i i
I I I 1 /f as rr l
.: r.. x , ... "L.... .. I Y I. t t t i t i i I {. k E. 6
._-_.... ..... - .. _ ... q € t -. t : I t t ( i i } (( { ? t r i iy t t .. 3 p }
t t .-.. : ... ., ; E 1 I . � e S r i i E. = 4 i } I F t i E f 7 i i:.. .: -j: s
_..... ....._ 4. t g 4 i I I i i i P I +i t t
.:i:.. ._::I"- .. .... a t b. t...-_ } r : ,. , , : q t f ! - { E r ... f'
..... F....... .... ... y ... .... C f F S i y t i : s i : 1 F I i £
t t j O- { : i € i f € f : f t > : F i t i f - E I 6 i } _
_ i I t i € I ! ;
. 'f : € : : t t s , t r a i I t t c } I I �'•. 8- i t
I . ,
j....1. ......._g- _-..:, 't. '1 .. .. j T. t {{ f t ; . , : : f i t € i ......-4
. E : € X I } �� } S i € f I t I { gs i
......... ............ .. ...-...<.... : S.. c t i , i E 1 t 7 i I s q ! £" .. I.
......._'f......_... ._ ... ..... .. t I I t 1 f . t + r < c . r j E f .. t... t
/� i
0 g �+ s € E E € �` w i I
.,.__ ___"... _.... i:...: .__.... . .._..... : _,.. _..: : _. ._.. ._. _ ._ GG (� , i I I I i I i f1�
..w. = ...... _..._- _....i._........ -.... ; r { r r Q r r : r : r r F T 't X' -.I
!
, qq q } r r ; I I 1 r € i I T 1 :
{ I A� : i 4 � a i
Ii. f I I I 0 ; �t Q r , ; r i { f' � I I
.......... __.r 7- i !' }} 'I a } i I , : c i 4 r P i , t : f i t ! ! I' r 'r € t '7 a i i I t ! _ .,. .. .� _ -.
L }
E
1.... _ _ I ( I : I I I i : I I j
I . I I A f 4- f I I f
,
) jj t j
._. _ ......._. ..... ._.. ...... ...:: I t i k- i ! , (,j�� , t a 1 t r t ? f i r E a- {
I p , I t �. e li' ! E € € I 4 }. 3 4 I'
E
1.
f
I
}
(s I
_ r 5 i ! 7 r Y R
m M .... .,.,. ,.. \
..__ . , , __r ...
I i : i i F i ¢ 4 L.
e >.. ; - I.. I (� I ! I . ? r , : r r € i I I' € f € € I- I t'
7q s///L_ -_._... ........ s ...... :.: .:_... __. _ .... !.. Y t ? •' �j. I i i I i I t t i i f .I. -
t ...... ` ...... F p I . f : . , : E- 'i. I , € f 3 p i r t i I . ? r i
I .. q 1 ; p € I . I � F i I 1 € I ! I I I $ I' € I i
......... .. ...:L.. ... ...-,-. ...._ ,.,__-_:...._... _. .... ....._ .. pp t jh { , : , , r r i p ° !' i 'r t. , { ,-
• € ! E r i I ! } I
I
...... ¢ t b : f 4 t i
t I.. r # r , I ( r i t r f i i t i i r E
_.._. _...._..._ I E I I I
� I _ , ') f . I t I t i
J I a I I ; I I r i f E t jPL / 4
_..::_ 7.f. ._....._ .. . _. _. k f f _
_.__ ,
s
... \�' G� { t I a : ; 4 i i ( r 1 , : , i t a i Ir t I r E t :..
\ I ( f i r , I ! ; I I f I
N :
S
. _.. .... _._. . _. _
> I I i i t 1 3
q ( I , I i I i � I # 1 , ! I j
I I 7 f i
�
. _. : r.... _._.... ... ,. .__._.. ....:_ ....._,.._,.,..,,._...., _ _ ..._ .. ..
I I :
€ T i - - 'r , t 1 r i 1 c r 'r r -
t t : t 1 r f , t i f t
1 t I f.
_:.t t I r i i 1 t
_ Y I 4 Q 3
�.. __. _,.. ._ : gp � I k. t ¢
........' _. : €" E. T ' ' : I r I' f f i r f i i , i € 4 i I t t I i t- Y I :i::. I...
i
I.. € { t I i I i I {
...., ,, .. __... _:'.._ __,_.."-._...,.,__. .. z_" I , i i F
, 1..... ... Z y" 'i- t t ... 1 t ! , 1 t t t € 1 t i t €}y7 t E r i i f ¢ ( - ..
.... _.. .. .. L f'" , , E + ' ! i f i r : 8 F" E f E .I .f
I... t. I
\ i ; I € . , t i I I
I !
i
I f I I r €
...... .:... ... jj ....... ...I..._ is .. ...- :::.,: f ...: ...; f r t i i i .. .,
E J F I I : E i € ? t I
_... .... >. i f I I 1 I I
I €Qt € I i. I r : i € I I 1 4 I ! € } I I I ! 1 I i i 1 € Y
_ _ E_ , .
_ i : I I f f t
_ : I E !
f
} i !/
f „ t
..... __-... _.i ..........._...- ._. ...__....._. .... ... -.. .. ,) _ . T.-._.,.._ _ .. :... ... L i t , ? t 1 t t r : , f t ? t. i i i - ...
.t-. t.... ... I..... ...... ..?... {... ...J - ._ E : t i : I E f k f i r > : I : t t i € 44
i ' + i
I -L: ! C. L _ _ I I 4 5. 4 L.F 48 • R. . ,O I 6i? 6` L.F. I i I ( 1
r AI . . .... ' _ !Q _f' I ZFx 9�:3 , ; C !¢GSR 0 , t I 204 [ i f . ,
... _... ,....._:: . ... ..__,w..: _, ._.:...__: __ . ..___ - _
I
E
I
E t ! k € : ! f f i € € 4 I i € 1
tt gg {
d ._ . ...yp.. . _.. ..__.....OofJ .. : 1 € . , i r : + l i } E OQO E t s E I i -.I,. 11
k f : f , , r € I _ E I
I
( 1
_... __..... I I i 6 i 1 f 1 i i I
_ _...._... t._. q gg
_ 1.__. q._... .._...,- . ..._ o _ 6 r i I I
.... .............. ......i.. .. .....1. .. - _... (. ) ; c 1 i : f t t F t ! € r f t i ( i -
t : 11 I r # t # i I is
ii 1
1
E...... >....->..._ ...1. .. .. .... s i' I , ^ t ; I F t t Y ' : // i t i i f I ._.
# i E i I I i I i
+ i 1 1 1 //OR/ . / 401 i 3
I I i I qq I I 3 i
. - ,..., ...:. , : i i i { r i t i i I t ! t t t i E
4- . _.. ._ .. . _ ...__.. _... ._.._ +....._...__. <.._.. _ - . _ _. i I I .
� : I I }
L E
.,.. _. - -1 ..f. -. f F E 6 : i { e t i r t E F t t t t ...c - f. r
. . $ eA�E . t I I I f .
._ , _ f- ) i ! �' f . ni , i t t i 1 i i t t t I
i
i
I
E. f ._ __. } I i t i i i }
€- i i I ; v : t c : : t r : : , ? € V�Rf. / 4 1 r r r I- iE -
. 1 4 . : ! , i 1 : t ( I t t 1 : € t € i I i I i 1 4 € I ( i i I f � � I � �
" __..._.. .., .__ _.._Q{.::_.. ._...._W :a...'_, _ _. _. ,...._ _ p5 _ I # I I I t
+ f a , Y ... I I.. i.. ,. i : f : : : : : : !' 1 + f t f f 1 t f t f I i f.
... ...._ .... ..:..... _...... ..... r 1 i 1 : r r r E .. ..
, t _ , . I. I € , : E l , € I I i I
I t ... €. _...... .._. I E E I I i I � �
i r I : I i , , i I i i r { t s
, i , _ .._ I } I I i i f I S t L € t
L_. I I I : : i I I
. , ii _ 4 I I i i i qq ii I I
.. 'F: E.. r , 'v I : • E- I } . I i , a ; € {. : I , r I i r s t E- E I i i i , f I } I' I 'j .{ i 4 I
,:,.,_a.:.,,,,.,,,,,.......�....."..,....:., .:, :,.,,..:....?.,.: .... ._..r,.. ,. ,: . . I .. I - ,- f I I I
-- - 4 f. I j
d
49 50 5/ 52 53 54 - 55 56 57 58
CONSTRUCT/ON NOTES
CB. No. / , W = 28, V= 4.50 ' 4 ' /'
AL PINE STREET ARROW ROUTE L.D. CASCO, 0 -- 2' , H- 211 "
�� l 1 i�._l
6 L.F 27 " R.C.P. /750 D VAR/ S TO / rte-- PROTECT /N PLACE
/ ` II 118` 18$ I�-/�` � z � 41 I 35` 40� f l`i � 45 M00/FY FOR VERT/CAL OUTLET 6oi 8" 1 �' /5" 0�/_�
�J� 5 F-- REMOVE EX/ST/NG CATCH BAS/N'
12, /2• III * � N I 34 5 # SEE DETA/L F , SHT. l2 y � REMOVE GROUTED RIP-RAP, REGRADE 9 HYDROSEED PER SPECS AND DETA/LS E B F, SHT. /2
SEE DETA/L E , SHT. 12 [ N 'I N W 68
N �, -4 h 12 48 SEE DETA/L F SHT. 12 o I - Imo` /O REMOVE P.C.C. PILOT GUTTER J�
C.B. No. /, W= /O`, V= 4.00 I V 11 of ' JOIN 2% M/N. I ✓O/N 11
L.D. CASE C, G. 4`, H= 4`; k _v M ' I /0 C,B. No. / , W - /0 t, V = 4.QO I I // REMOVE 58`�x 36`� C,S.PA. (BOTH PIPES) a REPAIR DAMAGED IMPROVEMENTS rO T1/E SATISFACTION
6 L.F /8"R.C.P. 2000 U Q p I 4` L.O. CASE C, G . 2�, H= 2It IL=1 I I I I I�- -- OF THE CITY ENG//BEER.
MODIFY F - I C v r- h N � II 32 48 43 3 L.F, /8 `�R.C.P. 20000 1 �'� /8 BACKF/LL,REGRADE AND HYOR03EED PER SPECS
OD/ Y OR VERT/CAL OUTLET #y �..J REMOVE RCC GUTTER O 24 FURNISH 8 PLACE 5/ `�R.C.P.
43 f i i Q m 6 i 2 MOD/FY FOR VERT/CAL OUTLET /8
I 3 v I « 18„
I- I -- � p' .p ,ro i I $1 TRENCH W/DTH /8 25 FURNISH a PLACE 48`� R.C,P,
47 3 K 0 * I I I I I c a NOTE : SEE DETAIL F ON SHT. 12 29 FURN/SH a PLACE 27"R.C.P
.,� II �� 3 i=I ;I 0 M.H. TYPE A FOR WORK AD✓ACENT TO HEAD WALL y «
I1 M to 53 4 00.0 0 (j)
1 / Q 3/ FURNISH a PLACE 2/ R.C.P.
v N o 3 I SECT/ON A -A
�2 M �__ m e � 2 32 FURNISH a PLACE /8`�R.C.P.
W a ' ✓.S. No. 4 I P A 3 36 camRUCT M.H. TYPE A PER C/TY STD. 510
I0 I , 53 t 02.33 38 I I I M.H. 111111YPEE ;�
# ANGLE PO/NT 534 09 57 f 30. 00
V Z - t � : .I 45' I a 0000'24 `RIGHT `� ( 38 �- CONSTRUCT ✓UNCT/ON STRUCTURE No. 4 PER L.A.C.F.C.D. STD. 2-D/93
O O \ C t - 58 00~ i +- r- 6"ss _ 0 `0 �Ja
CONSTRUCT ✓UNCTION STRUCTURE TYPE A PER CITY STD. 508
'` � I 5� �-- - - 5 I N 0 07 45 W 4 `�• 43 CONSTRUCT CATCH BAS/N No. I, W = /0, PER CITY STD. 502
'� ;;� � I 1 - // 57 I 25 `0 �-
NO °08`09`- F #' . (DO Zt I(D 49 � 44 CONSTRUCT CATCH BASIN No. / W = 14', PER CITY STD. 502
. CO �
' -- //' , ' N NO°03`09`�FY A 16 W I I 45 CONSTRUCT CATCH BAS/N No. /, W= 28`, PER CITY STD. 502
D NO°/7 2S E --t9«ss 7 A \\a " I
.0
I p I �� _ - 47 CONSTRUCT LOCAL DEPRESS/ON, G = 4 ` Hr 4 ", PER CITY STO 518
- � - - - - - � w O- ,
W r- -_-t -T - _ _ 0 9 h �I a��_ CONSTRUCT LOCAL DEPRESSION, G= 2 H = 2 , PER C/TY STD. 518
J /8 -- - �� I I L. 50 6 6� BORING No. 2 p Dc�6 \a�) �V. :� 68 �t /O
(/� 8 a // 49 I . � /O �P' 4� /8 \\ F\' v, 49 SUPPORT SEWER PER L.A.C.F.C.D. STD. 2-DI73 ,
// I J y 24 7 (D (D � Ci ((C) \h\ V '. • 50 FURNISH a PLACE GROUTED R(P-RAP PER DETA/L F SHT. 12
V �j f I `� 52 ' r4� 00 F,, ij LALJ
'• ' ° I 54 I 24 i II 7 NO°07,45«W Q 52 CONSThUCT P.C.C. PIPE COLLAR PER L.A.CFC.D. STO 2-0393
- NO U8109It ro � _ V
�L I ss I �
Z9 7 0 N c9 _I
i 6.'W - N 6";r -
N -�
NOTE SEE DETA/L E I - W 38 - `B /9 a"ss - _ NO°U7'45«W _ 0_ s"ss Q // 8-24-87
h.�t
ON SHEET 12 FOR WORK 46 N % OR/VE CITY
TO BE DONE ON ALP/NE k) a " 52 FIR __- -.. _.- -2"a --- - DESCRIPTION OF REVfSION oaTE
Sr. a /N S.B.C.F.C.D. ESMT. I ---- 2`G --- �nfESSfry APPROVED.
N • I I ,� ��� '�� •� CITY 0� RAI�CM®
�, y N h = I /9 I r, f C��iAM01V�7�
+ "I
�i � f SEE C.P. PROF/L E `F`, SHT. /O � No. 145261 •
N ; I� 1 : A " 45 �[ Erp.3 31 89 ¢ STORM DRAIN PLAN AND PROFILE
V.S. No. 4 I 3 :� I SEE C.P. PROF/L E F , SHT. !O 47 C.B. No. / / W= 28 , V! = 7.00
50 f 47.00 ,m I cs ,
38 i 29 Vo . 7.50 L.D. CASE B G =4 f'f�l c�ylL \� >
B. CA /, , 2B , V_4.00 « 1 f_, t AREA Y11' STORM DRA/N
a H= 4 60 L.F 27 R.C.P. E
45 47 3/ L.D. CASE 8, G = 4 J, H= 4`� /750 D�, MOD/F Y FLOOR FOR
1 11 45' II REAR OUTLET AT LOCATION SHOWN - r
45 L.F. 2/ R.C.P. 20000
PIPE CURVE DATA 1 , �i8, 1B`1 1 {41, 36, �, / , STAT/ON ±49 f 50 TO STA TION 58-f-00
OF_ ill- I - 11 - - 32
., 8.24.87
A = 68° 47`43`� 54 REMOVE P. C.C. DRIVEWAY a REPLACE {y/TH 4 P.C.C. SIDEWALK PER C/TY STD. 3// a DETA/L E SHT. /2 APPROVED BY. DATE.
48 55 REMOVE a REPLACE P.C.C. CURB a GUTTER PER CITY STD. 303 a DETAIL `E; SHT. 12 CITY ENGINEER '`'� R.C.E. NO, 22397
R = 22.50 ' SEE C.P• PROF/LE `E`, SHT. lO DESIGN PIANS PREPARED BY; RECOMMENDED
56 REMOVE a REPLACE CHA/NL/NK FENCE
L 27.02 C.B.No. / , W= 14�, V- 4.00 44
T - 15.40' L.D. CASE B, G = 2 H=2 57 REMOVE RE/NF. CONCRETE HEADWALL, REGRADE a HYOROSEED PER ,-ECS AND DE TAIL F, SHT. 12 « D t��A s to a
/3/ L.F. /8`�R.C.P. 2000 DCONSTRUCT PERMANENT SURFACING PER SCHEDULE, SHT. 2 DRAWN SHEET
8.C. = /t 05.42 &��_
E.C. _ /f 32.44 68 CONSTRUCT P.C.C. PILOT GUTTER PER DETAIL HEREONv1wCONSULTI CIVIL ENGINEERS OF /
CHECKED11 01 _ NO 14$26 DRAWING
�DATE 5 19 FILE NO 87-002
" __-
0/00= //O C• f•3. 0 /00 = 86 C.f• S. 0/00 = 63 C.f•S.
w , _n.......:n.....:..�,...::n. ��:,.w,..M x�,.��._,..�,»,,:.,, .,.�.,.�,:,..�,., _ _- . _ . _ ._ .
... 1. 1111 {" ` �., .--., -1111..,.. .. ..€ €- E { I. C ( € € i f b ° , r `t q ( I { i ( { t > f j. I. i t S t f.
{ l 1 { i { [
{ : {. }
1. - t € i { i
_... _1111_< ._ .__ i ? I ygjQ I € } r (.T OO -,- .0 ; € } i € I € f :
o t y' r ._ ... .. r - I' t : S r t k f i "t t t i ( t { { r
F.. :.. .. , : : I t F ( : f I Ip S t
... :. T t € f ' t } r i i I- I '€ i- € 7 f f .. !
I , I g { l i I I i ! . } I } . E +
pp
f r. t i . I € , I i i i T 1 I g { ( t I } f f �. j E } I
.. ; 1111. �... } (. 1' ! E' t i � I I I' E 1 p i .. .. i...
{ .. : ! i 1 � ? : ; : - ; t , I ? € I r i € 'r I i i } t i 1 I_ - f- f' i b i t i .. ..
..--... 11 ...._ : ..�11___1 1-1.111111.-,. .. 1111.._ _ 1.. .. ... 1 111 i I t f { r 4 r t i' I t t ! € i. >-
f.. }
I
....- °' i .. . . I t f i I t t , } ' s t : ; i t I t i i f '- [ € z [ 1 I 1 t t i t f ° I
F-.. 1111 1 €... I { I ! r } E t { f i 3 L f i i 1 i b p t
t € : s I I ! t i i �I I i- t
.:- t E I { I ! I }
?.. .. .. i ( 4 t{ {{ t !Y ? : E i E- t € 7 ! f ? t t i I }$ ! } ) ..
{. t :.1.. ; } i ? € � ?' : t' ` € 1 : ' i t ? t L I . i t � } I b I !. ? 1 } { �" _ i { ,.. `
}} }I y�
.:11,11.: -. ._ ..._ .:..-... .-__1 1__11. ... -_ -_ ..._1111.. .. 1_111 1111.. E ? ? I } t ! r I € t € '.Q I r} i i :f:
} ._ I _ - b __ qq 1 - } I I € o- t - t f , � f. 2 E. i f a
I.... 1 i f. . - r :. I f { i f f .f E t , . .. f E ,
:. f , f F E < ! , t t € € ! I i I r > i- €
I : : t I i 1 I
1
�3
? I F f } ' ( 1 i 1 1 ? r i f i
t
€ I ? I I i 4 1 { € € ! t i I i 1 I !
J . . _ a E t I ( I t I € : 1 i [ E i 1 i i - f i j gg .
.;---- ... _1111 ...__. , ! ; t i' ! . ? E 1 ? > i I } 9 , }} F i I i pp _ E 1 d
:: .._.p.__ .._ .. _._y. 1.111_Y.................. 1_111..._., ... .- a - £ s t i ( { F• f. E
t • ? : r ? : : t t : a t r t t
E {
t F
r f
S { { r > r _. t _ i
{
I
t
;
E I o i € € ; { f - 6 ( i { } I Z
I i I ! I I f ! i ? _ ( { i
_ i ! I i
i ? I 1 !
, ,
I ! 1 1
i t ! i I ; : t ; t { f � i 3 i I I 1 i i
_1111 _... _. __.... ...: .:..__. :_.: __.._ ..._ ..__._ .. . ._. . _ { ? i i i ( 1 i
t
t
l
f
77 � i �
11
1111..
�. ..I. ... 1111 1111 _ 1111 p + ( t t i i t : + , i E- i I i ! i t ` f t 1 i ! 7
�.. . ... .- - i 1111_ 1 , 1 I € i I £ f } { E
p} : I ! i I
..... .{1111 .. .- 1111. ... , .. t t i S 0 t i , E ' { ? i ) f ! t- . .. k
yy g
11 11. .::.. 1111. ... :..I .: ._ I ,. }} tt E I ; ?? £ E e t : Y ? t t ? I i i- t ? { { I t. ? 10E t { 1 1' I .} S
.. f fi ( € p I 4. I t t : I ? : I } t I € € { ? } t f t ? t ; , > I > i- t 3 I I t I {. .. I.. ' { ff. 1-.
.-. _....t.1.-... .__. ... _1111._._-..)) ..-t.._... _... -,.__o._._ t._._.. _ I . e,. _ i 7p T t 4 f 'r ? I € i i t ? i t E
E ( ! f s p
I . E I g i i { € I I ( € } i }
i I l t : F E { F i i I I I L 1 i 1 t i ! I
1111. :. 3 -.. 1111 r E i # , { ! ? f {' , i : i {. t i 1 1 ? I Q ? 1 f gg } }} I I t .. .. yr +f
.:.1 : s , i f' r > { t I } 1 I I i 1 I. i { i ? t t 1 {. i } 4 I t 1 ? I I F , I' F E
( I I { I I - I € ( !
_..:__ pp qq
.- 1111_ -1111.--111'1 1111.._. _... _.,1111_ tt { ; { i i t i ! ? ( i I r i E i !. f f i i ! i
..°_. .b .. 1111. e-- 7 1 a o S ` ? i I t 1 ? ' ` e ` ! ! f i > f ! f ? F I -. .. 77 pp
_. 1111 1111 :.. - b { ; i T... .i : t t 1 z € t € , ` a i f 1 I € 7 !. �(.. .4 C..
1 t I , . ! i : : i ; I : E I I 1 I i € 4
t , f. f : I # I 1 I. _ i
. I ! i I i ( ; # = I € i 3 ! I r ( 1 1 1 s i t .
I' _ ( , ? ' € f j {. i I t 1 I I } 1 t I 1. 1 !.
......._..---.! __.: ...._ . 1_:1 1_..1 ..._:. ...__ ._.._- _1.111 . 1 i 1 3 1 I i t 1 i 1 i i i 1 t x
E
.I"_ € £ ?" t '?- i + Y r I i t I f r f o i t i i t f
p _ i I i £
t:. ( 1 i f E f I i 's I- } I i I r F f' i f I-
r ! q I 1 € 1 I
:
:
. _ I I } I I € i j i ? ? ! t i ! f i I x t' 1
1. I : ? I I E 1 ; I i I I I + 1 1 t i I i i i 7 t
_1111..-:_. . _.i:_... _.:_ :. ._._ . _
L r a , o : , E $ p c ! 1 i (`c Y I t i ? I I o
1111{. 1111'1111. 1111.. , }p t f t f f : { ( t i f f t i- i f S R t f ( 1
1111 - € t 4 t : ! 7 • C i ., : { ; { { { f f i 1 ? i' €
pp qq 1
-. 1111. ... .:.i __ 1_111 ... _...._....:-L... 111,1.._1111, } 33 f : t. 1 ,. } { i t 4 I { d . _ i 1 i f E 4 i a I t I f , }} _
I e' I i I S i { I € t 1 € j. { i > { -I I' I `� I• I f � C. >
�.... ? I q 1 I I : ! } 91 I I I \ I i 4 }
r- , :.. ..: .. _.... .- .- _ , ! , q , qq > ¢jE{ i y> y{ { { € i f I / f. 1 i f i i b i t
? : 1 ? ,. , I f. , ! i t- 7 _ ? i i T i S t > € f { t f { t ; I"' y } i O ! t Y i t I i } } I 1 }
. 1111 1111. 1111 .:--._...-._1111.. ............. ... 1111.. ..- -- 1111 .. --. .-. : ( t { # !" !
t., .,:».:. 111,1,t..»....4 1111. .. .f. O - r _ t t f
1111. 1111.. 1111. 1111-...1111.-..i. 1111. , - - i r r : ` t ' ' i ; - E..
I
7 { I I € E i € 3 € ( ? € i } i { } N } E $�� $ 1161
f g { I. I I
: .... •_... _ .... ... 1111_E. 7 - { t. , f E. I. i : E. t c I i T ? q , { 1 'J• - F I f r i
E i { } i i I 1 ! i r ! : { r f I M } 4. 'r I I I -
_p.. ...qq ....-_ .. -__.: 111:1._ 1111_- :". ._.._....__ , . .-.. _ I f i h i I 1 t
i _ � :
1 f : F f i { i t (0 'E €
1 } E +� ! } d i f 1 i.
1 � T (� i i t 1 I 1:
I i
{... _.. 1111 1111. } ... #- r E. , f .. ,. .. s. , i ,. I } I ?? r i { { f ! i \ '€ E- 1.-. t b
.. ; 1111 ::..: 1111. ::. 1111 : t .-. I } , ; E f q I f 'f I .`•1 { t ! t l 1 i
i I f i I I I I I 0�� i
: £ ! } i i t i t I i i i 1.
1111. 1111...4 � p t. .r t i '' I ; f { 'r ? .O[ •r t t 1 I- .. f. t. f...
q €. ! ( t € + I '. : i r € I I t i t L ( 1 {. k E I
... {... .d..... i_ t I f {: f. (. t 1- b I I i . e # E 1 I 1 I I I ,
i
, € t I t r I i t I ! 4
1 : : i ; • i 1 I i :
r
1 i
f I
_._ .... ... ..... .___ 11_11 ._111 . .. ... _._ _ 1 ! I I � I I � � I '�� f f � I 1 I f � J � 1 I I
�C 4. �,. 1111.f i... .. .. 4... _ ,. t , -r ? i i i - t _ ? } r .irk I i f ( t
11.1;
r r : : : • f I € : r
f € r I : : : € € I f ? i i 1 t 2 qq I �
, ; 7 : I: i t I 1 f E p ( I I l 1 E
- pp Y {{ i i I f i. I i l
... _. ... _1111 _. f i 'I z : f i ! I E p .. . f i r ?' i .. i i .. ..
p p.. .., ? i 1 y ... .? : t f t a t € + t' } ? i T i I } I ! t E I t i £ I. :;
i ( gg ` 4
_. • .... _111•_1 ... qq __. i { t f } € i # I i 1 1 z
f ...._, __ r. . .: I t I i I .
M I
1111 I-.__.... ... S ? ; t r t t I I } K t : i ( r t , 1 k { 4
?" -T' ? e I. ; I : : i f ( i t ( f i { }( I I j L {. i (.
..> 1 1111 1111. .. , .. , T %;s
{ : �' I r 3 i I I f g 4- ? R L p t >
<' , �. I. ! t. 1111 . I. € : ! , `1' t i : : f t + t i i _ i ! I 4 i I ? .,.
-. .r I Y { }} 1 II I I 6� 4 ! i I i
_-' } € E I E t E } I V ! I } i ;. . q F : i
........E .. _ .:_...:._ .. 1. 1i i i i i.
i _ f { _ µ 1 \ a' 4 t
6i i b # .
i ED L . 65kx } I t + I 1 1 i i I I .
g �.
i 0 { �i 1 # I IC q I ! s 1 M XQI I i I { I
1 1 . ! EX/S J?O NQ �VEJ� !� P ! 1 I i I l
_.. # i I
...-._ .. a..._.,.,.-_... ....._...._...o...... ., ._. ..-,.1111.-. „":1111 ,_ .. € f t { r t i f Y ! Q L ! { i ? t i i
'L. 1" -� p 1111 f.. i r i ( ! i r 44
r.. r 1111. 11 1 1 a.. s # I. Y E < } o ( { i r - t { 4 t E t £ E .. -
? ; I , i J 4f 0.M.£P•� ; i { f I i � y € i { I { { � i i
p q ! !. }'!"
... -£.. ..i. ,... E. 'I ... : .. w ! i i 1 t E k 1 f I E ! 1 t {. I t t i ,. 1.
t , .. .. t.: L -,} I ( I t - s ! € ! : ( : } i i t i 4 S ! ? 'i k I / / i 't { ! t t t r 4..
{ ! 2-. t ! 6 i 1 t I r { ? I 1 i �[� i t } i i t f {. .t. ! i
•1111._. 1111 ...-1.111. 111 1 .».. ....".. 11 11 ' 1111 .. T , Y £ ! t 1" ? I I ? I ? I. i_ I i t I
o s _ t... .-. e. ., r" f t' r f t f r t -I f i Y E
111,1. 1111.s. 1111. 1111 ( : .. .. e , _i t , 1 , ! t ', : } { { •� 1 1 C7• t I k t E :
+
. _... ... _.: : f I a t I r t , i i I € E i I i I--- 1 ! 11 i
- ... _1111 t.. _ _ : ; 6 t ... s E i ./ r 4 j. I .I # t f. {
? � . z I I € i f l 1:
t \ ,� E
�L__ t - f ; E I , ' t i ? € I i r f I f i. i
z_ .. _1111. ...^. 1_111._-_. , 1111 :..._-1111_ 111_1..}},.-_.. _.. . _ _ k j /� I' 1 f 1 i
. 33 r I t : >. I.. v €.. E. } } r r I { i �iF er ; . , : t i i i t ({
:. 111_1 .i 111 1 0..... ..i - 1111 . t.. _ -, > c i r i r I t E E
i
`` t t
S
:.. _, , _. f f I l E y r : f ? I s i f I i } t
,.. _. 1111... . ._ , : e , , : : : I * {. , : 1 $ i f t i f I i �{ ) f i f- p z .. F 4
! ._ 1111. ..- 1111 } , i - r ? i E ! i ? I I [ ..
i t. ff }.
p (yr{ E 7[ E"
1 111.---.. 1 { i I t ; 7 }} ! i i I' ? , \ t : rr q ? _ I f i k' f ? k ! t I f i 1
.._ ...- ..._ 111__1..__.. ._ ..((__... 1:111_. _..._. _..,,.,.._... ._.. ..._ .. .. - l { ( i d 6 i 1 E
}{ E b a I e i ..� ...r , : r € k r !' i E + : r I i i i r ; I f '1} ( i
.t.. ., ...I.. 111 1 . : : p S S . . .. p t { . , i G S ! - } P f. t i ! f t E , } I .
1 ! s(
.. ...�.. }1111.. .. .:. I .. { ? \ : , r I I t i ) { t { : 1.
f... , _ i ! i p I - t : I t I" ' - • r 1 "J : t t {' ! pp 1 1 i $£f ( € t i ! j } t
f { `. ( i } I E € : ! I r f d I I € i r I F € E 'r t i { f }
} ..- .. {-... - 1111.. - - ... ... _. , [ I. .I , q t ( {
:...............:«.,....t ...: ' .. 1111 1111 ... -.. - - - --. _ ,
.:.-,._ w.. 111,,1.y..,...,.,q.,.,.,,.. » 111»1, .•,�:»,1,111,.»:.. ..
`r Y 'r e ...:.v»:.. ,t,:..:.. -. -......__. : .. _1111.. .................. ...... yy (
1.11.1.p -. 1111..._ _ 1111 1111 , s F i" , r _ I r "�r e t i f t f .. f L 6
'�`1 + t
I
{ p 3
k._... _: i.: ? :. !- I I- i ! ( I f l ? . t : s F r I i. .. _i. .E f
{ ! I q h i i s° i r i r
s. .. ' ;.. ._.. _11.11 1..... ! ! : I r I 1 i I I,
...:__ .. _-..._ _"o __.- 1111. .. d... ,., i E b f. E E-
Q t t
f-_.. 1.... ,... . .. -.. T: i.__ T. i f ' ' ` ? i i I { /' t E. V j t i t - t c { . # f f. is
,
( Q 0 �'
, E € I , r I 1 I t OV I ! i f } i } i
11 E t 1 I Y I " i i O 1 I 1
_ ,
r- i §
I
J k
1 1 t f
...- _1111. _.. 1111._. _.,-.-_1111 a-_.- . . . 1_111___...-,11.11 1111-, 1 -. � i i
! + ( : : r 1 1 ! 0 I �• I
I I I
I f $r I , '3 f \ i r
1 .. ,... .:.. I }}.: : . . I i tt ; ; : . , i I i q $ (� q 44� A 1 l i i } [ }
- I ! .1. { . ... , f. S i ! : s t r' i { €, \ V I ! -v r �. I I 1 ; 4 6
.L.. _.. :.., 1111: ... -.:._. ..t. t e ! i , : , 1 { , g } TT t i i 1 i ( t ( } } 1 I I 1 { i k f. 1
. I' r , ! ? , : , : ! f ? 6 - i ? g ' I m 4#j P ? { ? t 'i.
•_. .._ .. .-_.1...._.. ------- _.: _ .. -. . _- .._._.:__......L_.... _._ 1111" -..,. 1111 - 1 1 11 Y I i f i t 1 !'S § i
,
{{ t#¢€ i
r E { .. I 1111 t. , ° r t : t 'c it I i i i r t �Q s t f 1 i I- ( k` .E i'
e q
Y.... T__ _ I E. ! L i i 1 1 t
I t i 1 E 1 E E S F
. 'j' 'E I : ? t' 't : f ! i 2 1 q i I ? k I f t t E
.. ... 1111.)....... , t f. : S : ? - 7 ! t ? t t f i �' € 1 { k f
f : ; , E : 3� i 1 .
1 i
.17._: ... : ....._.,...._. .__.. . _. ._1.1..._11-__. __. _ 1..1_ .11 f {
r » -_ _
t i I �, g \
t G E* E � I
{{ f E t
,_. .. _...,_ 1111... ........, ., f , s f !.. ... .: - ; ` f i i 1 I i ! i
4
.: 1 ! I I I04 �� i r s I I { C
1 , I t Q {' l S •1 x 1 4 !
.-.. -..t.. t _1111 q i I r }} , t , : I ! 1 : t n r t ; : r t t ? c t t E. i.. { I } } q$
J_ ,_ .. I .. I. I. : a r 1 f : : I .. ' 0 t : I r i 1 I/ t9 .tL t E 1 I i !- I t E _ E
..__.. .. -_1_-:1_//51_.. _.:..:__ __..,. ,1111_-. ...__ 11,1_1 1111.. _ F p 1 i i - f f i i 1 I t # I i I t i { i i .. i t
I
j,
...... 1111...1111.. 1111.. t £ : : {" f .. .. i- a , • f I i i. i 1
< ! 1' # i. t- 4. t E. } , , Q'F V I i 1 1 i I } f l
}} .i t ! 8 , I t ! r - i 1 f i 1 i t t , ! i i t t 1. it I.. i 1.
I 111:1. ,... F.::....: .._ t I 1 I , f L. - f { � Z2- .. , f. F
k t f ilt� t E t.
_ ,. t c _ 0 cS k . I I
f -s I < ? : t ( ? • i }" 'I r r )� t i i i i I 1 } t 1' I 1 'I i, f I-
.......... .. ... _.......,.. ..-..,......._.....,......_1111._ ._... _�..... _ 111,_1. ,. ... I. ... .. ... (, ( f I { f t E ,
r 4 1 I 1 \ Q ,x ham '
1111 1111 _ , t. r t } , o /• i E + ' t _ E i !. } i t }. i. % t f i 4
i i ! q 1 } E r : 116 i 11 a. ( } i f I €
r
I I i
11_ -..?.. ... 4.. , t i .. ..:. }} .. .. {. F t.. C , } ,. � t 1 t 1 �. { S • 3 3 t € t { f (. i i.
..__.,1111_... 1_,111. ......
_�__. ... - , E -I' P r7r ! € 1 I : 4 i J I 1 f ? i. ? I i .. l
I . . z 1
GG i
{ 1 F p _ _ L 1 I { r I I ; r V` '0 E 4 I I i I ! E
-Q£....... ........ .._.... :1_111.:-1111..- 1111 77.._ ._ _.. ( ..:... p( ((.- 1111 .. f 1 t f i t , ? i [( j { i I I. ,.
. ;. f t :" a :.I. C E : I C : i t Y P $ ? + t t t r \ ^ i t i ! ( I f- - t I ! f t i £ f- t i f } I' 1 t. I...
_. . _ I \ \ I Q z 4 1 I
f
I
1
1
ii ;
{ I f ? ? { f F I i 4 I I i i ! f I € I I I
¢1__111 ........ ... _111 1 _. __...._......._....,_..,. _ I I f I I # e
¢¢ t I t i ' b
-... 1_111..j.....o-. 1111.. ,1111 t.. .._ .1 111. 1111. .. > .. .,. ' - ... ! : s t V: s i �y, a t g i t b
I I . € : r I I T I € ? r g z I
I. ...7._ _..: -1111 ... ..�... p 1111 .. ..._:(.. .. .. T 1 I ... 1 t i i ! i _ I E d. E J
..._: 1111. 1111
I It
{ y } , I I
{ ! j {
1 f i € I f L i i ! I I i i f '1 � i i E' P
....-...:_..... .... __.. ..- ....._. -1111... .�....................._r. 1111._.:._1111, .... .._ _. : I r , Y r i t t i i i. f.
... : 1111 i ;, .'
r ;
i
s > £g¢
I
._.... 1111..1111 .:.. 1111 _.._f...._.._._... ... , 1111. . , a e t , f e , i { r 6 1 fE I - i j
111:.1 .. ¢ t } : } - i . t r i : r i ! } t. f 'i i € i i i 2 k p }
L.. d I p 6 I p t r b k 1 $ P ¢ € I
,
0 f I I €
f f p f f _i a. pry{{ f r E p 1 t I ? {
.. € I t" i / i ! I t , r ? t t 7 Y' !fl4qpf t f k ;
L. _.. _ 1. i i f 1 3 !- � , t i b (� i pp I }f( 1
• ( 't r r , r 1 i r , i t 2 1 i d" I ( r �1 S ! I 1
jj ..n :- .- 1111..-.. ...-.S....--_ ...-1111-1111.. :-.1111.. -.1111....... . .....1 111... ..- -111 .-. 111 1-. ...- ...- ..- .. - _. - _ - a1 - - I -.
.i,.,.._„ ..........,,«., .....,..o..vn .. .. ...«»,...... ..««« 11:•1«,1.........,., { '{ `
:,,.. -,,,:....r ...,,1:111.....:..., .t- - ..: .. __ 1111- \ .. i ;
Y T Y r r. r. r... --- -- - --;-- Q 7
....... 1111. .. ....._.... _........ i - t f� -.1 -i-. 1111 t. -i-- I i t !? f
_.. ! I s j I i I
t
h- Sq ? t ! , ? : : i I { I i t : : ? z : ; r € ! 1 € 9 i : t i i 1 1 E
_ ._.. _1111 _._. - ... <
A
g ! -t X z ! t f + r ? r i I r r r 'z i I 'i ; � i } t i i }
. 1 ! + , ? i I : I i i t s I i i 1
. . ...... . . ._ . _. _.. q:. _. _ r . ,
} t q f \- f f E / € - : I r ( i f ! i f q I
1111-111,1.......3. .._-.1111..-.- 1111..1. 1111 .. : ... S 1 \ I : ••/ I f 4 S
€ I k 6 € i I € t i t : I I i i I j I 1 t ft I
...... 1111._.a. -1111,. _. _.. } .__1111.. a.. ., I.. {... 3 s I p 1
•1111. : qq r \ I / € € € I } I i I t ? I f t §§ I
.. .-..___b...... 1111 ,. .._ p. ... 1 I. I \ { { 1 > r [ Q _ b i } I E r ¢ ¢ E
I. 1.
i
. ._.-.....1...,..... 1111._ 1111_...:-_..."r-.... ... 1111_ 1:1_11. �... _. .. 1111. .. _.. E ; ; , f t 1 i r } } i { i I f ( f i f , z .. E E .c .1. i
:1111 _ .___ _ r + t 1
. ' _._..T. ._.:..__- _ 1111 _... _.. :. 1 I � � i i '� € E i i t t f I � I i .
1 _ , f I I 1 [ = i l 1
.- ! T'" I- I : y .' \ i f : t t f S f f ! t t f I .. I 4
.... ............... ....1111 .t. ...: -1111.. 1111. .. t , _ t { f k t 1
f t 1 ! i GE 1 ! I 1-
Y...... } C i 1 h ! t
..... •1111.-. .-__. .-�... 77.11 " ..... .- I t I i Y E I t gg t jqq i i i t t d f t 4 } f } 4 1 ? i ..
..w .._.... . . .:. ......_1111 ._ 1:__,111,_.-. .. T f Y.
: , d , : i t
• f 1111 I ( t t r : ' ' I r 1 i r i f r ! 1 1 I { f Y i S 1 r f i t ( 1 ..
}:^ 1111- 1.111.-......... . { 'r-. 1111... .. .. 0. --} 1111 , { .. , (,� { t
Y .. t ! < \- t - : t ! \ e i t : : : ! { I t i t i i �{ I f t ..
t
, _1111. _ a\ { 1 : 1 4 i i I !. I. I
r ,. ; d (- } ; ! . \ !. : - { : { t i I' I t i I € 1 i r I !. I I ... E
_.t..... .1_111.._. __. _1111__._.. s i _ 1 I
I { I 1 I I 1 I I € { I s t
1 . '...1111:.... ...tt.:...... :1111.. ?: . i .. ; I, i I r t r t f + i i S i f I £ i I. i E '1 4
o- f q .. -? k 1 } E t ;. f I i € I i - i s r - I i € }
...__, ..----.}..-1111.. 1111._ 1111_...___. ..1111.. .. ... - , t i 1 t 1 ( 1 , , - ! 1 I r t r z I i } I ( i tr i i i i. i ._. ,
b o-- o- r- . .._ ..._ ,,_ ..., 1_,11,1,,......I . ..r.. i i { _ t 1 I E..
1.
h p I
a I r z t : r 1 : E ! t r i it 1 ! E E f .f ._. I.
...__1111. 11 11.. F. 11 __.. . . -.. , . { t : ; : : : ' 8 i E t 1
r
;
i
1 I ? Q {' I t ! F r r i , r . t ; i I g I. p r it ° ..:I I• k-.. ..
111_1 .._..._.......:.._1111... ... 1111 .. }} i ? t t I ' 1 (! i i i.-
I I : : t I I I ..
_....q:..._•....__ ..-_. ..»..... _1111 I I I f { } i i f '2/ •34 L.F. : 6( l.$..• )2 ldA. 1 i i
! \. 1111__. :. _.!, . .. _ ,.. ( a i g
t + r : I
1 \ t i- € # i t i - I 1 x
.
�................. .J.- ............_ .1111.._-.. -. .. - ,... .. ...> . , S ; ! i ! ,. f , ? r I t i ? i f i q i I" k I i 1111.. .. ..
_... I i._... f 1 f 1 f s t { I I f I f { I I i I I i } I' f i I 1
... ... ...... .. f - , I t ! I 1` ( ? t i t t ? { f ! I t ¢}q� f i 1 { 1 { .. g4 I } ... !.
..f. ..._ .._, -1.11,,1...._.... .... 1 1_11. _...:..d...-1111:. 1111 ..__-...__ _:::... i 1 _f , t S t d` i E..
i
L y
pp + { p d
..._-1111..1..... 1111.. 1111. T "'Y { t .. i t • r I, r t : : , , ? 7 i : :,! i ? " : r ; - 'Fl r p , E. i. i' 1 t i- f.
b..:.. t { { .. E E { { Y
I
...-" I E ! 3i67 L F• +4 /�C•P• j O + i EX1 /$ • 6Q, CS. . 4
F 1 I I I i I '6Q ; 3 L. 4f8 ;R.Cc.P. € I I 1 ?.. I 1 4 S QO(1 # / 8 L 48 B,C. ? /00,04 T I P t i I 4 ( j 1
i ggp p
_..1..._... r : r k t t
_. .. ...11_11.............11_1_1 1111 ..: ..._....____... _:_ _.,_" ......;. -,
? i
$ fir- Y 1 £ b $- ? .. 1 r t - 1
2
I
6
.. / Y € € i -r t I i I d 1 r t t F d t I f r i i r t i 1-" i f
1111_ .._... 1_111 1111._1_111._-. _._ :-.... ,1111. ... 1111.. }Y .. { # R , t . t - pprf- } - ?t I
. { } JO 0 t I -t t r I t N t / i : I i i I i } I i I' i I € i I' Y:.. Y i-.. €'
S
� }
.... q. { { Q. Y I I ! I I .. 1
i I
..... q S z
............ ,. p ; , t I
! �t , i i H R/ . • / s 4 I f I € fl
1111__ 11__11.. 't } ? , - I - t i r r' O 0 i r } i f k ..
1111.. l.._. 7 :1111_... 11_11•1__111. .. £ _ 1111 ( { i ; : s i b
{ Y s : : 1 46 .34€ L.f �' 8 :R. (*.P. , 4/x/.DO F. , i I I f i I i 1 i 1 } I
... ».. ...t._._1111..__.. -1.... _ ..__ 1111._ ......-...,_._.....-.. .... __._. ::...__. .___-.. _111:1 __. ... 11_11 .. 1111 7 (( ! , i s I , , 7 V f ; I Y Y i t 6 a I Y E f i ! '( I i i f .
p , o E , i t t - s E t f r r [ t I, t
( 7
I 1 f ! �+A 1 j
}11., :11.111111..1111 -1_...-,1 ... ...__.. 1 1111.. I { t ...
1111. .1...1111...1111... 1111.. .. - -.. + "I I I i i , l : t 1 t 7 i i t .. .. S
p ( / 4 R.�P } i I R .
. : 7 O i $ , J0 Of VRF.. t T4i 1
_1.1 11._ 1. 1 p , . t I t 0� � , € i t ! 3 I gg ? ; pp l
. i , I i I + I t i r t 4 , i ; € 1 ! i t' i I 1 I z I i ! 1 i t } { f
..-. ...... -_..:-.:_._....._......__... . _- .:.,-. .___.... -_...'..:-._. .».,...._._ -1111... 1111._. . '( i l { t t 1 I + , s i .. - ..
q
_.._ _ .. : i ! f I
€ I ? : t b i € : } E I € I i _ i
1
I
{ k t d 1 q
jI f I ; . i I i I E t : - I I i d i I ! ! t f ! { i f { j I ! , €
1111. ,. 1111.I. ... 1111..... .. .:(. ... : ... . .. p f ( t 1 r 1 { t. k 1 I 4 L j L ... - I.. -
_.._. 1111. I I € I i I I } 4 ! I i f € ji }} 1
-. a.. 1111 L: 'I_ ,. , .} r r ; ; k I : E { t e . , f i 1 , e } 1 6 t '1 4 { } i ? i' 'I } - i- q I .
i r I i { i s 1 ! ! i 1
5 --._ .. ..__._ ._._..__.. _._
w !
,
__1111_ 1111.- -1.111. - ..._ ,. _
58 59 60 6/ 62 63 64 65 66 CONSTRUCT/ON NOTES
PLACERSTREE T 0-/--,\.� PROTECT /N PLACEm CONSTRUCT PIPE RISER TYPE GMP 7 REMOVE GROUTED RIP-RAP, REGRADE 8 HYDROSEED PER SPECS AND DETA/L 'G`, SHT, /3
1 1A -.- PER CALTRANS STD. PLAN 075
3 \ t WITH I/2 THK. STEEL COVER. /O REMOVE PCC PILOT GUT TE/?
% //' I/ � 12 REMOVE 27"R.C.P. ® .
NOTE SEE DETAIL G /3 REMOVE 65" x 40" C.S.P.A. (BOTH PIPES) B REPAIR DA:,ltiGED IMPR<J'✓E.�/,ENTS TO THE
\ ON SHEET /3 FOR WORK SOUTH
SAT/SFACT/ON GF THE CITY EN6/h'E£R.
\ AND NORTH OF PLACER Sr. � /4 REMOVE 30"C S.P.
4� /5 REMOVE 60" C.S. P
' (5 ` v,
ZZ,01
/8 BACKFILL, REGRADE 9 HYDROSEEO PER SPECS AND SEC. A-A SHT. 7
IIZ o 25 FURNISH a PLACE 48 R.C.P.
��I /8' III / 1[/�' y .B.C.F.C.O. ,)� IDEL ETED'
/ b ip, ESMT. Zt 4 0-
k
1 %I �W 28 FURNISH 9 PLACE 30"R.C.P.
/6'- O v (D-
9 FURNISH a PLACE 27"R.CP,
M
I. I. I�•/0 I "
O SEE LATERAL PROFILE H 30 C.S.P. �v v
32 FURNISH 9 PLACE /8"R.C.P.
O W REMOVE EX/ST. 27 R.C.P. SHEET /O '� 4- 34 FURNISH 9 PLACE 60"C.S.P.
SEE LATERAL � M I PLA CE 23 LF• NEW 27"R.C.IP. 20000 z N 0J (i
t� I p� 36 CONSTRUCT M.H. TYPE A PER CITY STD• 5/D
PROFILE G; SHT. /D d j I 52 h O �
✓.S. No. 4 CASE 2 e W
52 / I 6/ P 69.00 -(�) \ Q`� 37 CONSTR[,!^T M.H. TYPE B PER CITY STO. 5//
�`
-� __ N O°07'45" W__ _ Z 2 N0°07'4 5"W r---- - a �� n 38 CONSTRUCT ✓UNCT/ON STRUCTURE No. 4 PER L.A.C.FCO. STD. 2-0/93
g Cff�� •
i 57 7 SEE SEC.A-A - C 43 CONSTRUCT CATCH BASIN No. / , W= /O; PER CITY STD. 502
�\. I4 V /8 7 /3 ( SH E T 7 28 - �\ ,
aF r \h 4!, /O 0 y I A ^ a0 l 48�- CONSTRUCT LOCAL DEPRESS/ON, G=2 H = 2 , PER CITY STD. 5/8
\
A. A 25 y3 o I �hj I f 49 ° W H /4 d N A /8 �{r�jO \\6�'� M.N. TYPE A `J 49 SUPPORT SEWER PER L.A.C.FCD. STD. 2-0173
0 \h \\ \\ F' _ _ I N O 07 45 W/ __� r % I �`3 Op�� F' 34 6 5 t 7/.55 36
,\ _ - - - 50 FURNISH a PLACE GROUTED RIP -RAP PER DETA/L 'G', SHT. /3
`v 0 0 r- - 7 50 68 12.78' 15 / 52 CONSTRUCT P.C.C. PIPE COLLAR PER L,A.C.F. C.O. STD. 2-D 393
. '^ /0 0 SEE SEC. A-A 8 A 7B.G.
�►) 68 ti SHEET 7 6 \ha' pI O A 7 I �- REMOVE REINF CONCRETE HEADWALL, REGRADE 8 HYDROSEEO PER SPECS AND DETAIL G ,SHT. /3
L ' O � \ /3 /3 /8 25b/lvl -s,t�
ESMT. 25 EX/ST. 60"CM.P, �J '
'v ~ - 0 � is () A C) 0 58 ,\\ . V I 9. .0 68 (� /0 (��
- CONSTRUCT PERMANENT SURFACING PER SCHEDULE, SHT. 2
Qi \\h 6\'
L y _ ; N 0'07 45 �Y I F \\ V B 68 CONSTRUCT P.CC. PILOT GUTTER PER DETAIL ,SHT. 7
-,j :I,- '1%
------- -1
a� ()
- -
_..
._'
" u ,- AS 0 8-24-87 ,Y.IV.At
,/_
_rz _
V lV N -� __ //-
32 DESCRIPTION OF REVISION DATE .
O ��� / b M.H. T YPE A b
v, - - --- N / / N = SEE DETAIL G , SHT, /3 36 65 f 45. 55 �' � ®� �����® �����®���
--.•.-� \ + 43 C,B. No. / , W- /0 ', V= 4.00 ' 65-1--73. 88 ✓O/N EX/ST• 60"C•S.P.
FIRDRIVE \ / / I O L.O. CASE C , G = 2', H = 2 END CONSTRUCT/ON AREA YIL S.O. STORI"r1 DRAIN PLAN AND PROFILE
���/// / L.F. /8 R.C.P. 20010 D,
\_ � MOD/FY FOR VERTICAL OUTL E T
M.H. TYPE 8, STA. PT. 63 t 45.00 AREA YIr 37 AREA Till STORM DRQ/N
e PIPE CURVE DATA . STGWM ORA/N = 0 t 00 L ATERAL
IA--\ O O \ D/ = 02 = 48`; s= /152./6, R =//53.97 STAMN 58 -1-00 TO STAT/ON 65f 47. 88
A = /7°22'45" A = 3°43'27" A = 25°50'00" 21 I 1� 61 -1-09.00 A $-24-e7
R = 400' R = 400' R = 45' 22 r�t�fES�ln , APPROVED BY: �` DATE:
�9� /'���F. CITY ENGINEER _ RC.E NO. 22397
L - /2/.33 L = 26.00 L - 20.29 ��'"��� /F( '%� DESIGN PLANS PREPARED BY RECOMMENDED
T = 6/. /3 ' T = /3. 00' T = /0. 32' ✓3 c 30 ��
ClIz DG A l 7
B•C. = 644- 13. 15 B.C. = 65-1-4Z88 B.C. = 0+28.00 G "40, 11,55126 � �' � �� 8
it _v,3.3189 .+' DRAWN SHEET
E.C. = 65-1- 34.48 E.C. = 654- 73.88 E.C. . 0 4- 48.29 • � vin- , 8 /5
, � f�1��r�\y,�' CONSULTING VIL fIGINEERS@ �D OF
'otCHECKED NO 14826 DRAWING NO.
DATE 6-2 87 FILE NO 14526
S = O.0036 —
91
4/00 = 3/ c.f.S. aJ•
0
0. 20475 REMOVE 8 RELAY \\
S aEX/ST. 24 R.C.P.
61 ,
29 L.F. 24"R.C.P. 2000D
\
VJ c eyo \ g1
h3gx s 29.00 24.00 x ''
0 36
s = 0. 0/00
C. P. PROFILE 'D '
39 f 44. 50 \ \�J h3\�0 62`Z 36. 97 L.F. 36"R.C.P. /250D 6
°° \x`2 \`°\x2\ 0`baa 6
0 \\O A
9` 2X.
0. 2
LATERAL
96 22 4. 02. 50
Py
G
NOTE CONTRACTOR SHALL EXPOSE
36"H.P. G. , /N PRESENCE OF
w S.C. GAS CO. PERSONNEL, TO
VERIFY LOCATION 9 £L.EVAT/GVV —
911 „3 OF GAS MAIN A T THE PO/N T OF O/Oi0 = 44 c.f.s.
Z 19 CROSS/NG PR/OR TO ANY WORK
\\23 X90' ON LATERAL 'C'AND MANHOLE
0 X s 70. 29 L.F. 36"R.C.P /750D
s3
as
— I —
9 9 G Q.
36 • \�J•0 S = 0.0520
x 6 G
0S \\\1A 00
x 36 0h
J•
T.S. No. /
SEE OETA/L SH T. 0 9 h 6 \� ¢
J• 0 P
\O9 \° 3 0 X�p'��
o
L A T ERA L PROF/L E 'C ' \ ��G\� \°9•a 30°
38 -f 45. 00 \4.
HOR/Z. /" = 5'
SCA L E VERT. / = 5
h y \
��0 0 �G• \\\1. \ 3 0
8 1 \\
0 0
1
v \\\0 G\�J 4/00= 7 c.f.s. G1 4/00= 7 c.f s.
\
\`\ \�l• /O. 96 L.F. 18R.C.P. 20000
S "Q /400 34. 48 L.F. /8"R.C.P. 20000
0/00= /4 c.f.Y. %P,
h � a
CITY
\\\` 0 s` 2896 9 0 //. 34 L.F. 2/"R.C.P. 20000 �J. DESCRIPTION OF REVISION DATE APPROVED.
3�3 CITY OF RANCHO CUCAMONGA
00
CONNEC TOR PIPE a L A TERA L PROF/L ES
1 32
36 AREA STORM DRA IN
Z�01 ,1 /O. 77C. P. PROFILE '8 '
6 . .
9 26X 32 f 63. 00 o.��t�i�lcJi y�� $-z4-a7
APPROVED BY: DATE:
\° K. • a� �y CITY ENGINEER R.C.E. NO. 22397
C. P. PROF/L E 'A ' �'� ��'^�� ��
M DESIGNPLANS PREPARED BY:LLJ
RECOMMENDED
28 f 87. 00 No. 14526 `ri p DGA a to 87
Exp.3-31.89 ` DRAWN SHEET
c1 . \r
� 1w. CONSU TI CML NGINEERS 7 OF /5
CHECKED 014526 DRAWING
DATE �— — 87 FILE NO87--
J QP•
3AB\�G�A REMOVE 30 � C.M.P.
REMOVE EX/ST. 27"R.C.P. /500D yy. a0
1
60
g G •
S= 0.0020 REMOVE C.M.R A.
SEE SHEET 8 S =O. 0/9
0/00-= /6 c.f.s. — 0/00 = 23 c.f.S.
—
0) ° 3,y J 30 JO
0.
9 �8p3�
by ?•� \� dJ G dJ �P�
23.04 L.F. 27 62 \ \ �'
R.C.P. 2000 D \\Q1 \�O91 p
A
81�29 �6
06 `\\6 X c, \ \\gyp 0• I \\y po J y 0
0 38.79 L.F 30"R.C.P. /2500 pX \ \3Xa
�• \\pxZ \�J.��p• \y\,A 6
3 0 y0 —
\\yx
0
23. 50 LATERAL PROFILE 'H ' o
63 f 45. 00
L A TERA L PROF/L E 'G ' SCALE VER r . / "= 5 '
VET. � /" = 5'
61 + 09. 00
(� �rug.
06 Oy
\\yo \\yp.
0 y1
0/00= /6 c.f.s. /
6
80
0/00 = 36 c. f. s. S ; 0 3
S O, /l8l 2 —
S= 0.0//50 \�J•
0 yy
Qy•
� �J. \�J• 44.50'L.F 2/"R.C.P. 20000 0 \�J. \ —
\ 6 y
y6 3 0 \R3
59.47 L.F 27"R.C.P. /750D \�J
45
6
3p h y3
6. 25
60.98' 44.50
C. P. PROFILE 'F '
53 + 00. 00
,%G•
9y
2G
r
�J 0/00 = 9 0.f.s. ,
1 �J.
6
S= 0.05293 y
9
\�y0 yz} 30.32 L.F. /8`�R.C.P. 20000 QA' G• 2702, —
S 0 3j23 ,
I
DESCRIPTION OF REVISION DATE CITY
APPROVED.
116. 94 , CITY OR RANCHO CUCAMONGA
92
J•
15.50 ' CONNECTOR PIPE a LATERAL PROF/LES
33' �•y2.
\\ yy2X C. P. PROFILE 'E '
AREA VU STORM DRAIN
52 + 52 . 82
��;4ESSl till. APPROVED BY: _ DATE: 8-24-87
s?iFIF�, CITY ENGINEER R.C.E. N0. 22397
DESIGN PLANS PREPARED BY: RECOMMENDED
logo
� too. 1•��2� � �'
Erp.3 3183 1X�A 8/Co/d j ,
rt.
DRAWN SHEET
ff9l CI U IL I @rD
�0 �J�
`£�_f_C_+, �-- CONSUL IN IVIL ENGINEERS OF
CHECKED � 14826 ORA I G
E. NO �
DATE �- 87 FILE NO B7'002
//2" It STEEL BARS, WELD TO
PROTECTION BAR AT 6"O.C. AND 114"x 3"STEEL BAND, BEND 2m
TO BAND AT /20°(3 LOCATIONS). FLANGE AT ENDS. BOLT W/TH 518"x6"
BEND STEEL PLATE AND WELD. GALVANIZED MACH/NE BOLT. SAWCUT EXIST. BOX
CULVERT AT BACK WALL S. 9
OF NEW CATCH BASIN
ENT/RE GRATE ASSEMBLY TO BE jvl
GALVANIZED AFTER FABR/CATION //2"m STEEL f` 41000 /2 /0 ,- O" 5"
EX/ST. P.C.C. FLOOR a t 4 `
PROTECT/ON BAR 3 O 45° CHANNEL CONcRErE BLOCK WALL REMOVE EX/ST.
J t0
TYP. CHANNEL
A A ^ y - 6"
M I ,
OJ b i
GRADED F.L. GROUTED RIP- RAP 9 / `� 59 ///7./9 F.L. L
/8" TH/CK A REFACE BLOCK, T
C.B. l
W - /O �� N A O REMOVE BLOC SIDE WALLS, A
//4"x 6" D/A. h LEAVE P.C.C. LGbR /N PLACE �
STEEL TOP PLATE ' - I — �` .... Ci
3" #4(9 6` 610TH WA YS _
6"TH/CK PcCL TACK WELD ALL CROSS/NGS 40
SPASH PAD N
3"TYP.
DE TA/L A ' 91 /8 f 43. 00 M
SCALE � //2"= /= 6 3 -066 6
0" p0•
PROTECT/ON BAR BAND 4`-O" 6'-6" 5L O"
46 /.0, No./
6 I/`-0"
I TRANS/T/ON STRUCTURE GRADED D/RT F.L. F' TOP PLATE \ _ 61117.29 PER L.A.C.FC.D. STD. 2-0235 W
FV.
T.' SEE SH /4 •e ' FS.
C/
• °j DETA /L ' ' SCALE: 3/8"= /'-0"
. e
DETA /L '8'
GROUTED RIP -RAP o e ° O SCALE //4"= If-0 /2" /O'-O" 5"
01
\ //09.7050 CONCRETE BLOCK 601
EL EV. A` SECT/ON B —84`-0" 6`-6" 5`-O" SIDE' WALLS
6 " TRANS/TION �'�rj TOP OF SPLASH PAD CURB _.,k #4 @6"BOTH WAYS
35 G TOP THICK. N 1�4 1F TACK WELD ALL CROSSINGS
" „ SCALE : /"_ /'-0"
6h 9 F' �- NOTE: FOR STEEL REQUIREMENTS FOR TRANS.
'01
24 24 h� N - Q h \\1 \1 \g —T I
3 STRUCTURE SEE CALTRANS STD. D80 9 D83.
\\ N
\\1 CLR.\239 USE 5`-O "W x 2`-O"H R.C.B. CHART,
3.16 L.F. 24"C,S.P. 16 GAUGE " /O MAX. COVER.
--I -- ,.
n e. • >_ 6//2
,� N 6//2" N
" EPDXY JOINT P.C.C. Ft
6 3-O 6 ALL AROUND I 6"
s,
SECTION A A REMOVE BLOCK WI o 40
_ NOTE PL ACE EXIST. TOP DECK STEEL /2 INTO TOP DECK WALLS 9 REFACE W/ H sss i
0 REMOVE EXIST. OF C.B. BEND EXIST. FLOOR STEEL /2"/N TO BACK CEMENT MORTAR
BOX CULVERT WALL OF C.B. IF NO STEEL EX/STS, THE CONTRACTOR
X a o' OF Q• SCA L E� //2 = / -O
SHALL PLACE 44 DOWELLS, 24"LONG AT /2"O.C. ,
" UR/LL ED 9 EPDXYED /2" INTO TOP s FLOG!? OF EX/ST.ro \�
\\0 9 BOX CUL VERT. SECT/ON A A 1h919 GQ'
\\\' R.
0a CPQ
SECTION A — A
SCALE : J18 "= 1'-O" p
N. \Q
�� 36"
\\pQ
SCALE : //4" = /`-O " 7„ R.C.P.
4
CONSTRUCT/ON NOTES
20 F- 30
3 12 \\2 /O
PROTECT /N PLACE
REMOVE PORT/ON OF R.C.B. CULVERT PER DETA/L '8'
33• �J
`\\ o 35 FURNISH Q PLACE 24"C.S.P. , /6 GA.
JO
W _ 40 CONSTRUCT TRANS/TION STRUCTURE No./ PER L.A.C.F.C.D. STD.2-0235 9 DETA/L 'c'
J p g'
� G. 4/ CONSTRUCT CATCH BASIN No. I, W= 4', PER C/TY STD. 502
_ N SIDEWALK
1
Q�_
CONSTRUCT C.S.P. DROP INLET PER DETAIL 'A '
OI 48 h `\3\93\ 9\\32 48 CONSTRUCT LOCAL DEFRESSION, G =2 if H=2", PER C/T Y STD. 5/8
�o
50 CONSTRUCT GROUTED RIP RAP -ER GETA/L A', 'D' 8 '0-2'
50 GRADED F.L. , SEE - ,n 53 REMOVE AND REPLACE 4 P.C.C. SIDEWALK PER C/T Y STD. 3//
SEC. 8-8 SHT. 5
48 59 CONSTRUCT P.C.C. SPLASH PAD PER DET,4/L 'B'
NO
0 394-02.26 324-06. 76 50 \\2a \Q 53 4/ \�3 F 3\\h 50
Qi
N S.D. STA. S.D.-STA. �p O
01
lu
32 m W
'O 5 4"R.C.P. C B, (�' h \ W
i JTORM DRAIN W 4 ' gh f�. 3 Q44-ol-78251 G. %
N q/ \\23212 \\2�G A A N S.D. STA. 1)) . \h -F STORM DRAIN - I
N \\\3p' A A
8 l\\Fy•
v iC 420
J
O
,I 2` o DESCRIPTION OF REVISION DATE CITY
cp O /0 lN APPROVED-
_ 'B _ CITY OF RANCHO CUCAMONG.
C�A
x SEC TION A — AmaS DETA/L S A THRU D
\\\32• \\3 \\33'\
OCG V. �G. SCALE //2"= /'-0
QJO\�
23012 00 - AREA STORM DRA /N
X
DETAIL D —2
Q � �` ='.' � APPROVED BY: DATE: 8•24•87
=q�,> ' '$�'i�Ay CITY ENGINEER - R.C.E. NO. 22397
43
SCALE : //4"= /'-O" ;:•�� '�. l n
DETA/L 'D / r<�r� y ; ,` DESIGN P L ANS PREPARED 13Y: RECOMMENDED
1Q. 14?26 �. �� " 'DSA. 8 to 67
bp.3.31-89 p
SCALE : 318"= / O" , \� • DRAWN SHEET
AJC
CONSULTI G IVIL ENGINEERS OF
CHECKED i t G E. NO 14526 DRAWING NO.
DATE -2 - FILE N087-002
X
— — 50,
p, 29`
1 d� 54 43
�\\aa o\� `\\a o\� \\aJo\� I ey�F�
� J 06 I � \\DP'Zy
-- - -- -- - -- -- =% -' ay' d. SECT/ON A — A
// I - HOR/Z. /` = 8 `.
G• �, SCALE •' • •
G. /8 (�' p�F' _� L' VERT. 1" = 2'
5-)
I ro
Dt
YO
54
Z
' 17 PROP. F. G. r `
/ % •� •A.
xk.
\ a31 co O 7 l \1
\ 2 1 I 47 O AA,
STORM ORA/N
L _/
T _ \ ,
dl 0 - - - - /, �� 9y I d10 F : A i / ,rrr % \� �-� �' _ -�C =� -( ,8 R.C.P.
A0 \\d 4 / % // EX/ST. GRADE TOP OF D/TCN / I `S.: �"``j r" � ` y ti�'i'� i"} "
`\ej�'\\1 \\�J G h /8 r- / 5:, MAX \ I - \d3
\ J� F• � EASEMENT _ � PER SHT. 7
`O
mss'!
I Q %,, t" ,_.� 55 JOIN AT FENCE
18 s c 7 16 V• 5 25 MAX. 30
7 d\�1 \ \�a G
\\ \� \\d �( Lm
rui
Q W
\ 1
0\ \3� JOIN PROP. F.G. 5
l\\A� 0\�
\ I I ''1, 6.Q�MAX, r j ,
l JO
JOIN _ J / 30 � / Vq��� A
h B 6#-6' �
-- -- •- -- -- -- .. EX/ST.S�W. 7 �. /8 po- 7
j
24'1
/O 40 23 6
EX,ST. -
DE TA /L 'E ' SEC TION /C — C / GRADE
SCAL E : //8` = / -0` mow SCAL E VERT. : 1 2 '
,p' V E SEC T/ON 'B — B'
5 6` 5565�
41 25SCALE : HOR/Z. : / ` = 8
VERT. : , = 3'
C
w ::-_: CONSTRUCT/ON NOTES
40 4.5' ( 6.5` rJ PROP. F.G --
Ih
I.D r
i � 7 - REMOVE GROUTED RIP-RAP, REGR.40E AN HYDROSEED PER SPECS 8 DETA/LS
30� 35 REMOVE 58"x 36"C.S.P.A. (BOTH P/PES REPAIR P-41ASE0 1l1A,CVENEUr3 TO THE
cx� SARSFACT/Gv✓ OF THE CITY ENG/NEE?.
I I Q /8 BACKFILL , REGRAD£ 9/✓YDROSEED PER SPECS AND DETAILS
'R 4 57 W ,
y 43 CONSTRUCT CATCH BA SIN No./, W= /O PER C/TY STD. 502
I
Z I 45 Gl�NSTRGCT CATCH BASIN No. /, W = 28' P£R C/TY STD. 502
1\ \� 6 �I � F� �G. �G' JO\� \� 0\� � I �•t U o � :,"� :, y . 47 CONSTRUCT LOCAL DEPRESSION, G= 4 /r H = 4~ PER C/TY STD.5/8
3 lry JO 0\C\ 1 9� t� g d1 y9 1� �p J 0� d\� �� 48 CONSTRUCT LOCAL DEPRESS/ON , G - 2 2
6 1 J � 9 h Q 6 d • 50 1
02 9 1 d Al y' W y \dy \\ \d 1� 2 d yD" tJ y0 I ,
\a 3 2 \\ \� \\d \d \ `\ dg• dg• l\\ 0\ `\\ g .:;':'• _.', I ;;.:� 68 REMOVE P.C.0 DRIVEWAY 9 REPLACE W/TH 4 P.C.0 SIDEWALK PER C/TY STD.3// 9 DETA/L E.
55�J REMOVE AND REPLACE RO.C. CURB 9 GUTTER PER C/TY STD. 303 AND DETA/L 'E'
,t'ti I N HYDROSEED PER SPECS. 9 DETAIL 'F'
57 REMOVE RE/NF. CONCRETE HEADWALL, REGRAD£ AND
48 � - p _ ,F
I h Ll 50 FURNISH AND PLACE GROUTED RIP RAPPER DETA,L
SEE SECTION A-A,
., % ." 68 CONSTRUCT P.C.C. PLOT GUT TER PER DETAIL , SHr. 7
\ I N � � •�. G• - F.a c � ,C� I DETA/L D, SHT. //
Del
1 d�G G o � D
a Ct' �,��'\\d1\\d10 �6g6�1 F �G' - �� - - `�.,/ �, 3 I
s
43 1�V. \\a d6 t'�- 1 �q I 18`�R.C.P. PER SHT 7
1Y 18
1 I Y1 I
F' \ \ dy' '� n- f 1 40'
/8 \ dy \\ A� -�t� 40
VARIES 25' TO 30 ' VARIES 25 TO 35
0 1 I
/8 / y .-ti 1
1 /8 c_ I
1 '
\d9� r /8 Q3 // 8-24.87 l *,A
f/ 1 7 l h / CITY
W � DESCRIPTION OF REVISION DATE
5:/ MAX. 5:/ MAX. �` k 18
APPROVED.
yNA I s �� 25` A� , CITY OF RANCHO CUCAMONGA
�l5• 25 3� •� 'a+ s� � � �
d9' \d9 6 �J J � , / 7
/ DETA/LS E AND F
45 7 /8 }
AREAZ STORM DRAIN
48 �I:SS,
DETA /L 'F ' SEC TION 'D — D ' tioe �ql APPROVED BY: DATE: 8'2t'e�
CITY ENGINEER � _ --- R.C.E. NO. 22397
SCALE : //8a = / -0" HOR/Z. , ` = 8IW n y %�'
O SCALE : VERT. : / `�= 2� `� - No. 14526
G _ DESIGN PLANS PREPARED BY ���RECOMMENDED81
Exp,3-3189 } DA^^--ell/
10.48'. I ffglEQF CALI�C/M �,� DRAWN SHEET
OF ��
I CONSULTING IVIL ENGINEERS
ROUTE CHECKED DRAWING NO.
� ARROW 3 7 FILE NO 875002 1142
_ DATE
1
/4' 35,
l\ l l\
-- -- -- -- 30' 30' -- -- -- --
1
37' B /8' /2' `\\6\ 30' 24'
, 6 \�
5.5 6.5 I 6.5 5.5 /8' 3'• 9' 9' 6.5 ' 8.5'
01
D 18
60• p\\\
JOIN
10
eL
21 1 6 F ) I r7 �}r .fes \\ M �I JOIN I
/8 \\ h / `, /8
" 6� h6 6 r it
�( r
o�lF
,�—
` o� STORM D IN /3 6\' �\
/0\r0Pl`,
r'S
0\ _ ,
B.C.FC.Q EASEMENT
1 5: / 5'/ //56.8 F.G.
g6� �" FG _� \. 4 TOE \ G. '� b ) �' ': - !1 • \• '!•'�^;,s '`•t'`-:
48 •!,.r �� .� '� }�
68
20)l�y. /8 a9A �N 50
\ga• 39 �q. g2
h
qSECT/ON B - B
x G \\�0\C\ h
o `
/718 r r \� 3� I r' i ` g6' HORIZ. • I "= 8 '
e� 0 c� 0� 6\1 T� ,( _.I \\\h0 6° SCALE VERT. / = 2
.. �';
Qz
3� r - 6021 :- ` CONSTRUCT/ON NOTES
18 ro
y (7� REMOVE GROUTED RIP-RAP , REGRADE ANDHYDROSEEDPER SPECS. 8 DETAIL G
/3 REMOVE 65"x 40" C.S.P.A. ( 80TH PIPES 8 REPAIR DAMAGED /MPAOVEN ENTS TO THE $AT/SFa:T/ON
al - /8 BACKFILL, REGRADE AND HYDROSEED PER SPECS 8 DETAIL G, OF THE C/TY Emor NEER.
0� l\\60 I 31 E-5,
57 REMOVE RE/NF CONCRETE HEADWALL, REGRADE AND HYDROSEED PER SPECS 9 DETAIL 'G'
l\\6\ l\\6 43 CONSTRUCT CATCH BASIN No./, War /0; PER C/T Y STD. 502
\(F — COVVSTRUCT LOCAL DEPRESS/ON, G=2', H=2'; PER C/TY STD. 5/8
FURNISH 9 PLACE GROUTED RIP-RAP PER DETAIL 'G'
24' 4' 2 5' 68 CONSTRUCT P.C.C. P/LOT GUTTER PER DETA/L, SHT. 7
/4' 29'
DETA /L 'G '
SCALE : 118"= 1'-O "
VAR/ES VA RIES
24' // ' /5 TO 32 /5 TO 34
//' /5' /2 ' /2' 6.75' 4 ' 2' 1, 5' ol 11 /2. 25' 12. 25
5.5' 6.5 ol6.5' 5.5' 1 2' ,
JOIN
JOIN
JOIN
� � W
--�
✓O/N
1 �f) I.�1i iaJi Q N\\ \ ,
ell
W ` '1
68r
Q ri'; 7
13 57 18
(�
8-24-87
/8
SEE sEcrloN A -A = DESCRIPTION OF REVISION DATE° 7
' ` . CITY
r DETA/L D, SHT. // APPROVED.
68 rS I � �I 43 57
I CITY OF RANCHO CUCAMONGA
'� .. d'" _ •N �s.c�'.tj-} !:�fir' L� � �� �
js DETAIL G
SECTION A A SHEET 8 PER -
7 „ _ , SECTION D D A REAP' STORM ORA /N
HOR/Z. / 8
S � SCALE VERT. 1 " = 2'
��•`. � SCALE :E �
�
sEc noN c - c VERT. /"•- 2'
oQ�OFES•SlCN� APPROVED BY: DATE: 8•24-e7
HOR/Z. c I "= 8' , K. S? F CITY ENGINEER `'=� R.C.E. N0. 22397
SCALE -rye DESIGN PLANS PREPARED BY: RECOMMENDED
VERT. r /"= 2' '�` !� c
Lu
G No. 14-26A.
;{ Exp.3 31-89 }J
SHEET
elmDRAWN
-1' CI ��`
l9lF0 CAUFi> CONSULT1 CIVIL ENGINEERS /� OF /"
CHECKED -' .C.E. NO 14526 DRAWING NO.
DATE 7 B7 FILE NO 87-002 42
Q)
0
0�—
� Z
Z�t z _
lz� ✓O/N
+ 8
\ \ N N d d h h
O F/L L 9 COMPACT
PER SPECS
oo �6 ��
JOIN EX/ST/NG
to
O 4-00 E ' \\\2rwA \\\2 \\\2 580.24 �\ - -- //
04-00 E ex/3r. GRADE / STRIP 6" a RECOMPACT
LA SUBGRADE PER SPECS
\2 SECT/ON C — C
O.N 6p Zp
O f 50 E i
rh Li � �G• o I?F•1,. Yp. � `i�
' p - Il2• — — — —- p,0 'pi
B \
AREA YJI S.D. CONTRACT
A0 I G \ O TURNER AVE. CONTRACT
p� 20 p 1. ,
90 F. 2 I /o
l\ \ \\\ UII' \
/ *00 E I 1 /f OO E SLOPE VAR/ES
love
0\0P F/L L 9 COMPACT
p�� OS I �P O O O PER SPECS
\9 Ty O o \ o o h
1450 E i � ` � EX/ST. GRADE
/�— / f 50 E
� W
STRIP 6"9 RECOMPACT SUBGRADE PER SPECS
\ Z
50� O � \\\ � 34' r ,,
a ( 1 I SEC TION B — B
2 +00 E O t,� _ F AREA OF WORK _ 2 f Oo E
p TURN R AVE. CON' RACT
W / ' W \ �(G /0,
Q �
> � O
c
2 -f- 50 E _ -
2+ 50 E VAR/ES VA RIES T.B. EL EV.
06 Q 1B L PER PLAN
III L./ L./
I G:
\p• 7 \
\\ (0 1j10. \\\\ h \ F/L L 8 COMPACT
3 400 E — 3 f 00 E 3 ti PER SPECS.
V I /80. /9 ' --- � i ✓O/N
��— EX/ST. GRADE
1110.51 y0 I 6�� SrR/P 6" Q RECOMPACT
• F SUBGRADE fER SPECS
3 +50 E
3f• 50E
SECT/ON ' A — A '
I
SCALE : / 30'
f c •f
4 00 E
4 -f-00 E .00 _ DESCRIPTION OF REVISION DATE CITY
I ��- ..._ --- /69. 9/ ' - 70. 00 ' - /60. /3 ' ---- I APPROVED.
- 5.05 CITY OF RANCHO CUCAMONGA
9'
rn
C.S. P. DROP / LET ✓O/N EX/ST/NG
SEE DETA/L , SHr. // = z z z = z N ROUGH GRAD/NG PL AN
TOP OF RIP - RAP - ///0.20 O O O O O h g O p
+ °FEssN�, NOR THTOWN PA RK S/TE
K.
I ) C7 c
J �
No. 14526
yc Ev.3-31.89 * APPROVED BY: DATE: 8.24-87
1�ql C/vl\- �t>? CITY ENGINEER `�`=" RC.E NO. 22397
35' 35' FQFCDESIGN PLANS PREPARED BY- RECOMMENDED
N. K.S. D p r.,t, 6 v s1
MAIN SMEE T TURNER AVENUE DRAWN SHEET
CONSULTIN CIVIL ENGINEERS / " OF /�
CHECKED / a
�E. NO 14526 DRAWING NO..
N•T DATE A// FILE NO 87-QO2 1142
k
i
LOG OF BORING N2 6 LOG OF BORIN3 144 5 LOG OF BORING N2 4 LOG OF BORING N2 3
DATE DRILLED 4-2-87 ORILLir;G EOV1Pt.lEtlY 8�� Hollowstem GATE DRILLED 4-2-87 _ DRILLING EOUIPMEUT 8" Hollowstem DATE DRILLED 4-2-87 DRll.l.lrlG EOUIPt.IEtIY 8" Hollowstem DATE DRILLED 4-3-87 ORILLIr�G EOUIPRIEtIT 8" Hollowstem
ORIVING WEIGHT 140 pounds - 24" Drop Station 23+20 DRIVING WEIGHT 140 pounds - 24" Drop S7ation 27+90 ; ORIVING WEIGHT 140 pounds - 24" Drop Station 38+10 DRIVING WEIGHT 140 pounds - 24" Drop Station 50+20 ;
09 SHEAR RESISTANCE �c ANTICIPATED .. O SHEAR RESISTANCE Ia ANTICIPATED O SHEAR RESISTANCE r7c AHTICIPATEO - O SHEAR RESISTANCE Qa ANTICIPATED
.o°. �i oy (O�' PRESSURE •KIPS PER SQUARE FOOT v °o t, Ps. �y • °0 4• c°y ( 9Y PRESSURE =KIPS PER SQUARE FOOT coy ( �Y PRESSURE -KIPS PER SQUARE FOOT
• C Oi S� G ti - c O� s� (0 G PRESSURE -KIPS PER SQUARE FOOT ! c O� �� O G ti. y •- c O� S, Q G
SOILS o s A yi SOILS
o SOILS of sr �r A . SOILS o s A yi .e CLASSIFICATION f c c F
S• v O G F. �q T I 2 3 4 c ( ! sT E r 0 a AI v ( 9 ! � sty y !•� O s (o G ( 9 r� sr� y r� p •
F r CLASSIFICATION 9 qF 'icy c4'�F, a ��y � CLASSIFICATION °'� GAF e4'c �c �F 1 2 3 4 CLASSIFICATION ° �' F Fc c E` I 2 3 4 _ o - F. 1 2 3 a
v h .n Cy UOISTURE CONTENT• /a DRY WEIGHT �,� i j' 4� �C,y UOISTURE CONTENT• % DRY WEIGHT VI
ri }' 4.� SCS, IJOISTURE CONTENT• % ORY WEIGHT t'�n }' 4� �Cy IJOISTURE CONTENT• °v O.RY 111EIONT
t r r
♦ 10 20 30 40 SC o 1 m ♦ 10 20 30 40 SC o m ♦ 10 20 30 CS o' m ; r ♦ 10 20 30 44 SC
SAND, fine trace silt Brow Mois Loos AND, fine, trace Town S1. od.
trace ravel to I 1 I SAND, fine rown S1 . o 1 ( I SAND fine, medium rown hist Mod. ( 1
9 silt Mois Loose trace silt Mois
tracg roots Mod. ( I 1 to trace gravel to to trace silt Comp.
Loos 5 Mod. 104 od. 7
105 1 I I I Trace gravel to 1 1
6 181 I SII 1 I IIIomp. 82 1 I I I I I I Comp. 83 I I I III I I I I 3/4 111 I I I I I
i ! II IIII I I I ! II III ! I I ! ! III ! I 87 ! il III I I
6 182 I I I ill III Some silt il88
l 1 I I I IIII s 112 III I 11 III g 1 116 I I I I I ( I I I I
Fine, me um rey III III I I III ( I Fine, trace, sil IIIIII I I I + IIII 88 1 11 1111 I I IIIII I
Some silt Brown I I Fine-clean, some 80
I I I I I i I I I I I gravel to 1" 107 I I ( . 11 Fine, trace 11 I I I I I
2 110 I I I III 107 1 1 I III Clean 84 1 1 I I II 1 Silt 180 i I II
86 I _ III III I I I 84
I I � I 1 ; 1 I II I II III I T I I I : I
F-c, clean I I ( sl
11 ( IIIII I I IIII Fine, clean 1111 11 1 11 I I I I I Fine, trace silt I I I I I I I I III
� I i i t I I I I III I
3 108 IIII 11 III Gravelly 100 I 1 12 F-m, some silt 12285 14180 II III II I 80 I II IIII II I I II 11 1 1
11 I 1 ( I III I ( IIII �roaie gravel 88
Gravel to 1 , f-c, Comp Some gravel �'� i t I I 1111 I 11 111 ( 11 I I ( I I I I III ( 11 I I I i t I I I I
sandy, clean tovery
I I IIIIII IIIII - III ! IIIII IIII III IIIIII IIIII - I ( I III I I IIII I
Comp I IIIII I i I III j l I I I I I Fine, silty Very ' I I 1 1111
IS 7 105 I I 11 ( 1 1111 15 3 104 1 1 11 I ( I I I 15 6 Clean 102 I I III 1 ( III 15 1 porous oast 126 I I I 11 i l I I I I I I
I I i i IIIII I . 11 III IIIII I I.I ! I End of Boring ® 16 ' ill 1111 1 I I.I I I III • IIII i I.I I I
I s l III I I ( I I I III End of Boring @ 16.5' ( ; I III IIII I I III No caving or ground I ; I III IIII I I III I ; I IIII IIII I I I I I
No Ground water water
Sand, fine--clean, I I ' I l III I I IIII I I ' I I I III I I I I I I I I111 I I I I I Fine, some silt oistGraveI I ' III ( III I 111 I I
2
Clean
to 1" III III III I I III III I I III I I III III III III I I III 1 128 I I I III III I I III I
110 IIII IIII IIII it IIII 2 111 IIII III II 1111 2 IIII IIII 1111 IIIII 2 F ne medium sit 1111 IIII 111 1111111
6 141 ' 1111111 11111 Ii11 1111111 11111 III ' llll ( ll 1111 iandgravel 12bi '.11 1111111 ( 111
End of Boring @ 21.5 ' i l III ! III III III III 1111 I I IIT IIII I I I I III IIII III i l
Caving at 12 ' End of Boring @22'
No ground water III 11FM
R ( i 111 III I ( i 1nq at ten 1 1 1 111 I I I I I Novground watereetIII IIit III III I1 11 III III I1 2 2 2
LOG OF BORING 144 2 LOG OF BORING N2 1
DATE DRILLED 4-3-87 DRILLING EOUIPME11T 8" Hollowstem DATE DRILLED 4-3-87 DRILLING EQUIPMENT 8" Hollowstem
ORIVING WEIGHT 140 pounds - 24" Drop Station 54+80 DRIVING WEIGHT 140 pounds - 24" Drop F_ p Station 61+00
`o c 09 SHEAR RESISTANCE �c ANTICIPATED - O SHEAR RESISTANCE ANTICIPATED
• Q ( Y PRESSURE • KIPS PER SQUARE FOOT • c y
SOILS
XIO
°'srrAe , o c 0i•4 Oy ( PRESSURE • KIPS PER SQUARE FOOT
g;E CLASSIFo9 ��� �4C �c �y� 1 2 3 a _ G SOILS 0(09 srG� srFy AF9il� o j 2 3 4
Y!v"+ a Y 4A�!Cyr UOISTURE CONTENT• % DRY WEIGHT !'3 ; CLASSIFICATION F cy 04,x,;Cys MOISTURE CONTENT• % DRY WEIGHT
o, ♦ 10 20 30 40 SC 1 ca ♦ 10 20 30 40 SC
SAND, fine, trace rown bis Loos I I SAND, fine medium, rown Sl. Mod.
silt to S1. clayey, some MoistComp
Mod. - IT
4 Comp.
1�2 II 411 I I I 11 gravel to one inch. I i
I I II
g 4 101 14 I I I ; I I I I I I i
III IIII II IIIIII s
1 III ' I79
126 I I II Ilii
I I II Fine, medium *98 I II I I I
4 17b I 1 1 1 I II clean gravel .y I 1 1
1 I I I III Cobbles to 3"
I I _ 11 11 I
10- I it I . I II I I � i
i f IIII III 11 1111Fine
°mp• 120 1 I i I I III I
Large rocks, 121 11 II i 11 II 1 Clean
gravelly 85 I I III I I I I I I IIII 90 I 1 1 1
I I IIII 1111 i 1111 Clean, gravels I I I IIIII
trace cobbles I ! 1 11 1 I III
(f-m) , Some silt 1 ' 1 1 ( 1 IIII
15 113 11 +1 � 11 1111 11 1111 i I I
15 III II I IIII
End ofCboring @ 16. 5 feet 11 1111 ( 1 .I .11 i16 14
Caving at 5 ' 111 1111 IIII 110 ( I III IIII III I I
CITY
DESCRIPTION OF REVISION DATE APPROVED
No ground water 111 SII 111 11 ( II i ' 1 111 111 ) 11 11
III I 1 1 111 11 11 I - _ 11 ' l l III IIIII CITY OF RANCHO CUCAMONGA
2 III IIII IIII IIIII 2 Very
Comp. III I I I ( I ( ) I I
III ' III IIII I I I I ( 1 8 107 I•I I IIII 1111 11 1 I LOGS OF BOR/NGS
I I I I III I I ( End of Boring @ 21 ' III III I ( I I 1111 /�
Caving at ten feet I I 111 ( I 1 I AREA SrOR/Y/ ®RAI IN
it 111 1 1 I I I No ground water.
2 III III III III I *Rela tive Compaction III 11 I I I 11 I Qr��FESSfCy4�
Spy �� APPROVED- BY. DATE: 8.24.87
�"�"` 22397
CITY ENGINEER R.C.E. NO.
N'0, 1425 %�� DESIGN PLANS PREPARED 9Y RECOMMENDED
Ere.3.3181
•�j�%fl`��`�q� DRAWN SHEET �j
C NSUI. I G IViI ENGINEERS 15 OF 15
CHECKED � ENO 14326 DRAWING NO.
' DATE k-\24a/- 7 FILE NO 81-002 1142