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INDEX MAP
GENERAL NOTES
�,._-��,�T 8" ,,,,,,.T�-,� ,,,,,�.,•,, - -
_ RCW--- ROUE E & '
_ 1. . All work shall be done in accordance with these plans and the 1966 Standard Specifications of the
------ --- ----- - --------- - ---
EX/sT 6"�-�TE " ��S�_ WATER SYSTEM
County of San Bernardino.
nnect to existing main77 ry-o�,-.n�T- .�ssEn.�e,�Y-----•
Connect to existing main 2. BENCH MARK - Found 60 penny spike in West side of P.P. No. 469266E on S.E. corner of Baker 8
�.zg• e�.o. '��'� 'jo"go' 8z'9, This certifies that in July, 1972, I prepared the plans of domestic water �W
r` I � r' - //y.�igLL ? pLo - Arrow.
JI-� r r -o�-�,� sE-n�r�L system for Tract No. 8578 and they meet the requirements of the California EIevatiwi: 1200.24 per San Bernardino County Road Department
I, Section of the American Water Works Association Standards and the San Bernar- Bench Mark
25 4 `�' 24 13 12 I 1 R dino County Standards for minimum requirements for safe practice in the
production and distribution of water for domestic use. 3. Street markers per San Bernardino County Standard No. 303 8 303A shall be constructed at each
j /oo.trcoo intersection.
' x.60' �'�� 'o�'�� 1 The distribution system and transmission main at the point of supply to this
�^ I Tract are adequate to supply water to all sections of the Tract, in accord- 4. All pipe lines or substructures of any kind and telephone or power poles, water meters, valves,
' ti^ ance with Section S 21 of the above noted standards. hydrants, etc. shown or not shown on these plans within the limits of this subdivision or in
g g 8 8 g ( adjacent areas where improvement work is to be done shall be removed or relocated as required at
-e
26 9 23 14 11 p 2 $ no cost to the San Bernardino County Road Department.
V V �
g g H g _ _?Z 5. f embankment construction, trench backfill and aII subgrades
/oe•'9 2 at no cost to San Bernaraino ni a to the Contracts
UJ
W /05.So' rod.oo' \ x '
w Ce o I Registered Civil Engineer No. 734.4 Date Administration Divisig Departnlent for approva p �
�� 44 c~n or surfacing.
27 4 Cn Z <
v� g ! g g �
s g _ g '� 10 3 (� 6. The responsibility of adjusting manhole covers, paving repair and paving replacement in connection
t� o This certifies that these plans and specifications have been reviewed by and with subdivision sewer line installations will be the responsibility of the owner, and shall be
j �2• Z are hereby approved by the Cucamonga County Water District and this company accomplished in compliance with Ordinance No. 815.
/o'f.�' 'o��' ��� I is willing and able to supply water to every lot in this Tract in accordance
with the Pure Water Laws of the State of California. 7. When curb depressions are provided for driveways, complete driveway construction will be required
Z in accordance with County Road Department Standard Drawing No. 128 and related specifications.
28
g 21 g 16 g L' 9 $ 4 ° 8. Any contractor performing work on this project shall familiarize himself with the site and shall
tt� �� be solely responsible for any damage to existing facilities resulting directly or indirectly from
' I �sss _�9ssiv • �e�• M•rr. 9�ZZ�7P
/oo�z his operations, whether or not such facilities are shown on these plans.
Lt 50
Ll ' b3.oo'
Signed Title Date
9. Shading on street plans indicates A.C. Pavement to be installed.
z 1<
29 10. A permit will be required from the San Bernardino County Road Department prior to arty encroachment
S 20 g 17 g $ 8 4 5 or construction within the San Bernardino County easements or rights-of-way.
= r
401, w r Fire Protection System 41,roved: c? 2 2 7A 11. When the roadbed has been graded to the approximate elevation and cross section, aII rocks and
� lumps of earth over 2 1/2 inches in size and other unsuitable materials shall be removed from the
/r.`57,- c-L_ �" �� Q I � upper 6 inches of the roadbed and disposed of. In lieu of the above requirement, the Contractor
may furnish as an alternate 2 1/2 inches of Class 2AB as a cover upon which to prepare the subgrade.
30 19 g 18 Q^, n� 7 $ 6 I ,
�' 12. At the completion of paving a Material Report shall be submitted to the Contracts Engineer of the
Cucamonga Fire District San Bernardino County Road Department listing all tests or determinations completed to verify
- Ltd Fire Marshall stability, oil content and screen analysis of Asphalt Surfacing.
. •n a�.00• �.�' �.�' s�.oo'
13. Road Department approval does not include water system and estimate of quantities.
' �'��-'r->''YO/�,�.�,•)-- ,�s��-,�`� ,�- � E v.��vE- � `. tfD 14. Sub-grade stakes, driven to the f+avenrent sub-grade elevation, tha1l be set by the contractor orSALIN4 I STREE1
engineer. The stakes shall be set at all hinge, edge of pavement and crown points within 0.01 foot
31 of sub-grade elevation and at not more than 50 foot intervals. Additional stakes may be needed at
ate' jq.og' 77"00' 77.00' 77.00' 77.00 57.co WATER SYSTEM NOTES warped or vertical curve areas. Sub-grade stakes shall be in place prior to paving to permit spot
- Connect existing checking of sub-grade by inspection personnel.
r-' r
r r-J rJ r/� ting main I
15. Adequate stakes shall be set by the engineer to enable the contractor to construct the work to the
1. The entire water system shall conform to the Specificatiandrequire-ons anrequre-
1ryb' � I
ments of the Cucamonga County Water District. plan grades.
32 t3 $ 34 $ 35 $ 36 8 3738 ( 16. All sewer and water mains and laterals shall be constructed to each individual lot, prior to wing.
2. All water mains shall be installedwith 30" min. cover and shall be flushed
I and disinfected per A.W.W.A. Standards, prior to use. 17. At the completion of paving a materials report shall be subl-Titted to the Contracts Engineer of the
/,pit.f"7, I 77.00' 1 77""', 1oo' 7.0c" 77•1:'0' 77-0c,' San Bernardino County Road Department listing all tests or determinations completed to verify:
3. The static water pressure is 93 .p.s.i. to 100 p.s.i. .
a) Stability, oil content, and sieve analysis of asphalt surfacing.
4. Legend:
b) R-value, sieve analysis and sand equivalent of aggregate bases.
WATER SYSTEM � --- - Indicates 6" (t2 Ga. ) steel, cement lined, 417 Ib. felt
wrapped pipe.
18. Compaction tests of embankment construction, trench backfill, compacting original ground, and aII
AND INDEX MAP - sub-grades shall be performed at no cost to San Bernardino County. County Standard Specifications
---- Indicates existing water main. Section 19d shall be super-seded to read, "The relative compaction of the layer 0.5 feet to 1 5
feet below the grading plane shall be 90 percent in lieu of the 95 percent compaction required to
--0 - Indicates gate valve and valve box assembly. a minimum of 2.5 feet below finished
grade in State Standard Specifications Section 19-5.03." A
written report with these compaction tests shall be submitted to the Contracts Administration Div-
��IN -u _ -o - Indicates fire hydrant assembly. ision of the County Road Department for approval, prior to placement of base materials and/or
-+ - Indicates 1" water service connection to be instaIIed. surfacing.
A ROW ROUTE
----b - Indicates 2" blowoff assembly.
G� 5. Fire hydrant installations shall conform to Standard Drawings 310 and 311
{ of the Road Department Standard Specifications.
y
j I CUCAMONGA
SCHOOL
DISTRICT
FOR ESTIMATE OF QUANTITIES
SITE SEE SHEET NO 5
NINTH STREET
4
-VICINITY MAP
SCALE: 1" 500'
r.
,' (WATER ONLY)
. � t. �• � i ,� ,� ,��'` � vac-.moo• ���
1 . 6" Water Main 1 500 L.F. . •.
_
_ ASS r � P,
•
TRACT NO. 8578 a
2. 6 Gate Valves ,_ - _ _ _ ___
3 Each _ ;. __._..._._
3. 6" Fire Hydrant Assemblies 8 Each _ .._.__ .__-_---_ _..__ _. _ _ .. _ _
4. _ 2" Blow-off Assembly ` - _ .1 71-1 98C)- ;> 18 j _ ___ _- _- _ - - _ 4 GENERAL NOTES OUANTITI ES
_ _ Each
t � i.
5. ; 1" Service Laterals i 38 Each � - G !oi��
INDEX MAP Sk WATER SYSTEIVI 72-23
- 8�•.. •Z � �`` [3 l 1� 1 3 _.LSI _/t.q_�..- 1:.:.'e.
g t _ _, . ; . ; CUCAMONGA DISTRICTTFT
� j ' ► � 1 . 11 1 � j
e 1 ,
1 1
E
I j _
J ,
0.
roti
3 0' 6� xis o bf vm
1210 t f f p p
�0
c 0 0`0'
;
VFiniShcd 5ur{ot'e @ �`� j 66 1
\ 0 1UCr S.B.Co. En y'r FiYe 0 Q
Q O i 850 - 830 t� Q •
/
.5
a
i2to �-
%L P • lzoo
a
► ! Fufu�
TC.
I I
TO/o o� Socrfh Curb
• l I
0� do–off — ^ Vq�
sip i
t
t
• - ;
O
j
E F
ROFILE
i
�+ HORIZ 1' - 40
SCALES v E m 1 - 4'
j
i
18 IJ 20 21 22 23 24 25 26 27 28
PL fxisf. S"C./i/P is not
/� 11 Operative s/ fhis time 1b
SCALE I = 40 Top of Pipe: W. e/ndfo.9.95
e en d-09.Z7 R'emov aAll
m
Z"G
t �, • �.. 1.
•'
77-7i3 plor7 %5 0.35' hi her' lfion R/W a-i.C.C. Ret H�aIJ, s�; Ali -
S.B. Co. Erng-r: F/e 8.50 -830 .
fx/end A.C, pvmt
r.c. 0080
to 1Me81 edae of eX/st (,� F��/3
cont. driv ewa Grid �e 0 /0.05
So. Cil. 6�a Ce. fo drain info new Her 4a. v exist cont. drivempy
\ 2 " Merin /T'S � � � a Cxist S'board fence
r�eific TeJephane Co. ` o line
Double /id man/hole Exist Pgc. re/ Co. "nderQrouryd zh •
e" T'Yater Main ' /G't ,3�� frinsconfii�enla/ cab/e //' /V/E �� EWAY DETAIL
acs/a: /"'s moo• b
Pov��cJ /mprovemenfs Pe,- t 14
_ 5.B. Co. Eng� F% 85 `
I ,
_ .' �� / Q
geo, Ir 940
— - 2 Z__
e,!
_Z :�17'T A
G'" .c.e. T• w�`�-- � ._,�•;�T.,nn��. �\- T--I ��,_.._ -NON VEHICULAR ACCESS•
pp i �ob' I G7
Z ' �� ��0 .I I 83,o/' j X30. ' / /30.ga' 8z�7'
ANON VEHICU�AR.•� V t2 coi-r_ �`
A -��� -.-.ur, Q l ACCESS Q� _Z71-7fior7 mine �l
p �cxvy�J-�c.c..aowrt. . � G• �� cuco�euT-r�•-�t1 p
io7�'�^ & I /nsfp// stleef m.vrA-e ��.� ro. ii5 . 0 n property is �.� old�►�- I II� .4Z' /Z'
II inoperative N •1
Z I Per Std 3oj �.�03.4 24' d,
�( 25 I I) ( V 24 13 - 12 I ( �I
(I I Consfrtic,"/vn B Others IF
zx-, �=900�ro I N I 22' /8' /2.5' OF P✓MT.
of io" it ia' �' it '�' �'o� .SIT SAN BE�PN,q,20/NO COUNTY S EXPENSE AT DEVELooER's
/�= Zt7.o0' zo¢o�o� T = ='o`fo?• 0.54 EXPENSE /00
!o T' Z/a¢a o. o.s• - /�/ C!f e . �. �. Lerma/ ���
'
„ :r /�• I !o a ��, .e
iPe m o v e all frees, Exr3 tin �e4 vemen;A,
e c.F
See S f /Vs o�
�furnp� iri'i9ation /ir7s y
'.See '.S h t IV! .� Povirlq /mProv�m�n/S pe/-
56
er
,. 5 B. Ca. Eng r F/e 850-830 a�o�
o
W const 4"
Z W ddwA-. per Std, /09
V � Conaf P. C.0 curb f
Q �ufler per 5fd //5
_ TYPICAL SECTION- ARROW ROUTE
horix J"=/O'
vert.
{
VA
ASS(h�(�`y `�` (A,� �(�} ���ttt iS E F iEL : ` kS 0 .:�k. 1, C�l.`h�_1 [ SAN is�: 4:�Vr.[.� I `(`)\/(r �(/` '(�\' }rte [/���{ ry
®V'�I'""�I M E��! � 0..�,.E.. •S \.J �.l f 1 4�.. i / \ } L 1 �' .1 ':7�s l (1 I M! �3 V 1/ 1... I T:`.-1 •] 7 ,l..—A, • \.
••
316 EAST "E�� STREET - _.__. � ___ _ _-----_..-- _ __
ROAD DEPARTMENT
k
ONTARIO, CAL IF, 91764 _ __ _ TRACT NO. 8578
ARROW ROUTE
' - 72—2 9
_. _
''-"eked By -�r (9.. . _ �lC/.�1ZGazJ _
1-7Z - -- ----
{ �a n�,€ t s'ARKS RrMSIONS AMR GATE r ZOUNTY ENS'NTER _ s $�.E CUCAMONGA DISTRICT +;� -_-2 5
V
1200k- 11100
_
ta
x>s
f
1200 � 1
00 � �
a Ci ToP o{ nrurb
:
_ .f ^ `�
°
J
ex Ag,;* fop o je porn f �1 Of
C ^I�
1 0• t
i�
2 '
{
G
• , - las � b -
E
,
PROFILE
f r- ' 11
SV1-'•1L tL VERT I" = 4'0
,
1
7
S 6 T a 9 10 12 13 14
PLAN
SCALE IN,4a
4'
'See Sht. N= 4
.Tee Sh f N! ,� .° •
�'
t ?,
i 2 .b' M
use +�tT. v 1To.plf
0
=70.0000 C . -. .0 4 � p..7p•o/,�o„ I
0 zo.oo n n
< :y T: g 1 � o� I -A/.¢/ � 4 t� � 1\A `
Its '� J o,W tj r - zoa�o� + v ` c=
k
. 0i 9 C.
6
i h* �A II 1154 v/���I * 0 (1� ~ �I % `'
kk
�. ti l +j�f.Gb +S.Oa Cb .Cb �lIO.00 ; .9d
C.C. OWE. O. /o / A :. 1•: ,
--p1l I— ----- ��.y4— o ►1 �i° -— 0 9 �i/�' /� ...c. M' ---. .__�•co�s7- 0.2' r>/C� i� -- �U 4�
, V• `. L. ,�
--��
�.t.ti's \ r c. fb lc'�e -- _� /oT� �. 6"wafter Main /6.75' 1N/� (` 9�
�• �E s7 0. /o' /ol.�. f• v / 4 f
K c R ,� 0
l �, -TACT Pro oaed M. Y. �j5-Z� h
Proposed A/!.H.
(, p ¢ouJ7�it -.� aTo,iia aI /
l
KA
'
.�•.� 46' C.5" !O'� exist.
ex ist vrn f
dJ�cC'71 a/��� feather �j
"
opts J,e :/, :b� 47' • s�: —���� �, '`�
fit'
• - _. ,; �. , . :- trim exist Pvm�` -
ry/smooth vert. cut
const !" .PCC. const 0Z' A.C, ,ovmt
do'wA-. per Sla! MY
5/d, /0,9.4 Widfh con 8f AoC. C. Curb 4
/ocafion of rval�fr !o palter per 5/0: //5
b� �s shown on P/ten
I
TYPICAL SECTION — BAKER AVENUE
i acs/e: vert. /"= 4'
ANO
AS 'w>„ ; �?-f L) E�� ; " ENS F %� r� CCS : r �' IAN �t ►�'r�in�: C�lfrvu IV PF\'0VL ME NI FLANS � ►�c: F
316 EAST "E" S1-REET -_ ____ ___-- _ ROAD DEPARTMENT
ONTARIO, CALI F, '9176 4 _ -_._- f 4 TRACT NO. 8578 c3 rva.
714 9RC - 5818 Orem 0,
BAKER AVENUE _
k� a �:Rr srQ LIR NO R -e CUCAMONGA DISTRICT - -- -.. _
E
.. _.. K R" NS Ate` CIA. �d
j
� T of
n
^ O O V v bV 0 V 5 .27• }
4
K. on curb
Ira �j
V P. /. _ /J9e.3s I i
.� U v = o n }
JI,�I ffay vc. p ° � -,� ,. V O
P�- o . O O ooi h h ` v H o n
�9� o
I i k A d
U y 'A p II i a o xis> 1�c�nc�r of N. �
curb face �t tom' N `/S ; n i O V 4 4 ¢ 4 V
Jr kj
o
0
h m
r
_ 0
� v n _ o
s
_ O O O 1
O
� a0 V N
1 ti h e
1200 `� o v� LExi f. aurlace r. 0 1190
' b
o � tio, '► ; fL ,
v o o . Top of curb al F O D O n m m jKk�
li v� � b � 7e.3hI � :
1 O W 0 O O O e N GP
,� b Top o{ curb
1 vte U
Isa' v, C. a �;
cs; v. P/ r //9e.50 a V Fx f. urea �1Le
I ,
drov. c O �
I
f o w h `' `' B 20
� I
W44 j � o vv � k � �1 '
t ° , ` vhiN � +0 tiNh °j b
1 ~ e 0IV D ° � e � D � h0 - ^ � -
1200 0 0 o b D o ® '� >�
Er o b ` ° O x O h ° t ! Pini s died surfac-• �f L� - -.20 ° `° n 0 b u b
s�
k k �` Top of ts' cu/b h.b b o DW o gl
li ti '� o ti .�'JSdd Surface
tb `+r J b a f �` -•rte � > N 1 � 'K � O ' � !� �
e cs. O V `'� O -`�0 Oai li V `� •i V tin.-��5/ ,
!/.Q/' e
M
4eot' vc• 0 h
f1 01 1
O ti
Curb face O b y k V loxi surface of $. /�
- - --
trans3140
_-a a .a
1200 At v O O h e ti Exi aurlace V % A a� d/
,. _.. - -
W
�f W. F � b G ti � n ,OD 'h
1 tj —h 1 193.49' /.98.8o zs�" ' I
y ►` V V:h (k on on c orb on b O �O V
p ►` b,°� d� curb curb _ _-_ - .-. Top of J G�ur'b D
!
VRI
/. : tj 00
boy # t
PROFILE
SCALES VERT 1' = 4� j
f
e 1
i
F E
O 1 2 3 4 5 !S 6 7 6 9 � 11
P LAN
SCALE 1"-40'
See Shf A & 2 eee eh IL, Ns S "' e e SAA N: J
!o' f• rs' rf• ��. �.
T is• 7' zr'
o. r�tof/t!-d ccJit�2 �trr. Gc ,t6 �LT. Z+�T`. .
' Lam+ �OOQ'00" J � �000'00'' 0=�000'00"• f, 4, .Df000'oC^• Q a�000'00
Ct/�td J'tCT LUTA �: 50.po' ■\ /t jz.oo' /�=20.00 0.5 W J
I� T= to o=o' T` �¢�' ` �t
T = �ja.00' T oo' J-= Po.ao' [
W
T-,,��- pp � a � Il � li
24 23 22 21 20 19 i p 19 18 M Q2 Ill T 6 II t;
-e. ♦ Z4 IN
I b
InsAV efreet Marker ,� 0 04 '� h
b
�r+s��.e �ow,c � per Std. .�03 <90J.4 .i^• �' 0 � � - G e�6 C l
'> 6 dao' ' / coo' cry' erg' o n rev' 4Q �- �+s.oa' a es.so' / °�° es.sa' d
'+ eo-ol
Adyust C.O. a cons a"curb i b ►0 �` b� 0 00 �� G� 0
HYACI�IT�fi¢� , �,� ��,� k, STREET SALINA ���q� ..e°fv 6ef,, a F� ���b' STREET
71
NB9°JG Xe Z; �Ad/us/titan /o pride Z �!
0 I o _ l 9 �y�' b �o�r� . 02' rsic�
fig ,Qd ua1 A4x,7bo%fa rade A.C. �M T b G 9 '�' �' - io rade 4�'' �• G 9�. T tb a6 16 L.
5 G. M jV ay�
/ 4rv7S.do' .00' � Q /3 z �o.s�" j5r.oyc' ;� 77• 7 7.o�0 77.oo' / 77-
751oa s7.00' f e`'
v
d I
32
25 26 27 28 29 30 a G�k 33 i 34 35 36 37 38
cam.
I 1 .o = . oma' 6" - . Q •
_. to..001 = 5 e oo' 0 �-6z oo' 'o•oo'oo
90'
T = 217.00'
so' See Shf. Vf 9
I) I Jz ie ie• i2 � �.g�
as 7.s c' 12 JZ c 75 .s o. /.2• !e• /e• /2'
for .5' 4' 13' W /2' 12' G' 75'
ar ee G,+d ` Ce
'oflope5�oP .rdIle A \ Gf�rGnt a
Jack " �• Q� /eve/ abs, /ine ' I %s~./ � / �e 3 g5
� 6 � p. (r0� f �
,ods ?/o C �s :/ e`'r o e •! eve /!» I' fo
const 4"PC.C. adrvk. const 4"pcc SOW*.
O const 0.2'
A. C. pvr»r cons, 4"PC.C. sdrvk '
P per 5fd. /09 e .Std. /09 const 0.2' A.C. pvmf per Std," !09 adryk.
P
cons, P. C.C. curb F const P. C.C. curb Const. curb d
puffer per Sfd /!5 infer per Std. /15 Conal t� G' Curb ,F offer per Sfc! 1/5
p �ufter per Std. //S p
TYPICAL SECTION-HYACINTH STREET TYPICAL SECTION - SALINA STREET
horiz. /"= JO' horiz. /"s /O'
act 1e: vert /" • �' acs/e: vert 1"-4'
ASSOCIATED ENGINEERS _ f---- - ROAD UE �'A1 I M � T IMF� ,.�V� ME: N�� � �.. A� s
316 EAST "E" STREET - - N
ONTARIO, CAI.I F, 9176 4 - -' - TRACT NO. 8578 ;no ��
714-9Ff; 5818
A,(, ox•n HYACINTH STREET �_1: NO
lu
� -4f r , . Y AND 72-29
a_2-1 1 _ SALINA STREET
-� -_ _ _- U T
a c y x�4 of
-i '!� REVifi �JNS Ids 'e` i�A7 f ._ �h v. �: R ,rFT _._.4 of
� CAMONGA I STRIC �
_ _
'41
e9'o' Ice.z9' V'G,
IZO152
'014 A14 A/If
ilo
O N
t I Exist surface s{ Y1!
• t
a
t
` i -_ _ , ._ _ ._ _ - _ _ a v �, • .__ _ . ro .. __.-- -.__ __s .., _. ._ _.. _._ !.'loo __ . ___ . __ __ __ - . ._ ._.__ . ___ _ . ._ _ _ _ _. . . __ _. .__ _ _. __ _
{ I
N Ifz ZpOI
1
Gd G G
j
Top of 1'S! curb 3 I i
v v v ., �j
1190
vv
'ex/6{ Surface bt
j 4G.5 V.C.
V,17 =9/.07 ti ( # {
h � � ^ � .,v ^ ,� Z77S' Tini�htd Surfac-e s►i � � I ► � � � _ i� '�
1
1Q,
Isoh _ _ 00 _ i
z
j I I
fXIst ;&r 40 s! E. I� %i
4aea �
I
o �-
h
i 1
v
li li �' 0 F I L
H OR I Z 1 = 4 0' #
SCALES {
~ � VERT I = 4'
1190
O I 2
1 LAN
SCALE 144'.
y -
.Se C Sh f. N s 4 Cc.etd crm.�o�.f`r.
34 /�' it S' �..>o•oo'oo" /�� 62.00' I 11 ,
l Rf. `-
g^ W W T� �
I I il'� 18 - 17� Is IS u 14� 13 I I)
I l 11 y h til 4 • M � �•�G � III ,
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inQ and Site Preparation Lur»psum Z.S. Includesol/necessary removals
S' sidewa/k 95 t5' 3' erdemplk � 2 � Excavation 0 Grading - - 1 1.4- psum 4. 5. � See praoW7p p/an
Easer»ent 7' /B' /s' 7' Easement 3 0.20 ' thickness .4spha/tic concrete 56,362 ' S F.
e' /2' PC.C. curb utter -_9,890 L• F. -
} 5—4-
X
P. C C. eur'b on/y /B' L•f. lnclades var. c f. of refurna_
_ _
6 PC.C. side tya/k /Q 450 5.f. Inc/odes drive approach• Lot /-6
1- —----- --
o� - P• C.C. driveway aprons 4930 5" Excludes Lots / thru 6
P. C.C. Cross utter � s andre/ _ _ � /SBO S.f. _•_ ._._ _
eio�,e s/op lfr:/ /curl line " See cent _e! A P _
s •• �•�. slope * :/ r �dJa 9 •Sheet markers _ _ _ _ _ _---- �� _ � _ '.. � . �_ ea. --, - _ _ __ ..._ .__—_ __ _._. . __--
e"cf' - f° /0 - Adf'u8t manholes to ¢rade 4
const �" P. C.C const, 4"P. C.C. sdwk. // _ gdJust c/ewrn outs to grade _ _-- ...----- - --- _ -- Z ea.
SaWk. per .?td" /09 COnaf '1Z' ,4.C. Fvvement per Std. /09 4 ea. T .
/2 � Street trees .
const P, C.C. curb 1
Confit PC.C. curb pufter
butler per Std. //S er Std //S
TYPICAL SECTION - JASPER STREET
state; horiz. ! /o'
ASSOCIATED ENGINEERS � �r.���
316 EAST "E" STREET G
ONTARIO, CAL-_I F, 91764 TRACT NO. 8 578 "
714-9 6- E N``'
JASPER STREET r _ .
By
. � ;>� � n��� 72-29
�^TE --_ ..._ - . --� -- ���- th,,�•�-r� UCAMONG DISTRICT � �-=�- s
t t _ REViSIOHS AF'r' tt� �r _____5 _ __. _
,�- c A v T � .�