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289.00"
28.96'
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289.00'
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08025'25.67"
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42.49'
21.28'
6D
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7.00'
21.99'
MEN
22°13'18''
22"13'18''
70. 00'
27. 1 5'
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PROFILE SCALE
HORIZ: In = 40'
VERT: In = 2'
MEN MENEM MMMEMMMMMM MEN M MMMMMmMMmMMmMM MMMMMMMM MMME MEMEMMEME MENEM MEMEMMMMMMEMMMMMM
MENEM MEMNON SOMEONE No 0 MEN MEN MENOMONEE MENEM MEEMEMSEEMMEMENIMME
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M MENEM OMME MENNEN NEMESES MEMEMNIMMEME EMEMMEMMEME
ME MEN EMS= OMEN
No 0 MEEN No NON No mom No NOMINEES EMEMEMEMEMENEMMEMEMEMEME
0 0 No No 0 0 ON MOM NEEMMIM MENEM MEMMEMEMEMEM MEMO
0 00 0 M IN M O'EM'm M ME mom No mom mom MENEM MENEM MEMEMMEMEMMEMEMEM
Mom mom No MEN ONE M E. mom 0 IEMIMEIEMM MEMEM IMMOMMMENEENIMMMIMMM
IM M MEMNON 0 ONE
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. _ _ - - :o .. - ' _ EMEMEMEMEEMMEME
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M mom mom ERWE� a0MEN mom0 0 0 NONSENSE momME OMEN 0 MENEM MEMMIMMEMEMEMMEMSMEEMEN NoON Am M mom 0 EMSE MENNEN MENEM 0MEMENMEMEMME mom 0 NONE MEMEMEMEMMEM SOMEONE EMEMEMEENEEMMEMEMSEMEMEMNE
E EMEEMENEENNEMOMMENNEEMEMEMEMEN
0
42 43 44 45 46 . , � 47 48 49 50 51 ,
CONSTRUCTION NOTES:
PROPOSED STORM DRAIN IMPROVM'TSro
Ln 3 3 I PROTECT IN PLACE,
SEE DWG N0. 3001 I " i 17 2 2 I I 2 REMOVE EX I ST I NG P. C. C. , AMC. , PAVEMENT, OR SO I L.
w0
J J o ci J >o Z J J o J J tn J C3 J C� -' 3 CONSTRUCT 6 %INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
U U U O U U W U . U U
U = o �'. + �- '- �' AGGREGATE BAS MATERIAL.
0 0 6A F- V) �o o �o W O ow a o !' •o �o
Z ao Q, N w a z z >• z �, z z ? > z Q �`' w ao z a z 3A COLD M I LL 0. I OF EX I ST I NG A. C. PAVEMENT AND OVERLAY 0. 1 OF A. C. PAVEMENT.
Z 0 w c' N o 0
t+7 2 w
o p O N O V) Ln w V) O • o O o o w p o 0 2 p N o Ln p
C) _ = a' N � Ln M _ o o m ,_ o 1 _ - M ,�,-, N = 04 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
Ln o 0 ate•. w _ zo "�' vwi o � o vo-. o N o z o = �? �, o STD. PLAN N0. 1003.
U Q U �" N m+ CL :R:: w (z Lij w N Q w `-' v I F- Q a U I L�. v `� Q 4A CONSTRUCT 8 1 NCH CURB PER C I TY OF FONTANA STD. PLAN NO. 1003.
m N 0 0 " W . J N to N a_ N � O N N
R7 z� z ,1On z a ~°. ",oma I m z NNc'•i � z I w z�� I w z ` z 6 CONSTRUCT GRADED SWALE PER TYPICAL SECTIONS SHEETS 4-6.
C) n- M- Q Q' Q J F- o a. pp,�, N + a J V) C) a a O
v Q Lf! ~ O N F- Q W O 'd- a + Q' W Q z Q O Q Q
+ tti N N o t) N U V) w °- Q. q a F- 0 6A CONSTRUCT LOCAL DEPRESS I ON (H=4' ) AT CATCH BAS I N PER APWA STD. PLAN NO. 313-1.
O b- � o o V) rn
�- 0 � o O
0 Q + =JQ 6 -I- 7 CONSTRUCT COMMERCIAL CONCRETE DRIVEWAY PER CITY OF OF
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----
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PROPOSED STORM DRAIN IMPROVM'TS
SEE DWG N0. 3001 SOUTH HIGHLAND AVENUE SCALE: I'=40'
CURVE DATA
NO.
A
R
L-
T
6A
05044'31.47''
289.00"
28.96'
.IMM-1
ME
03' 43' 12.05' '
289.00'
Im
9.39'
MENOEM
08025'25.67"
I.w
42.49'
21.28'
6D
180000'00''
7.00'
21.99'
MEN
22°13'18''
22"13'18''
70. 00'
27. 1 5'
■
6F
21 ° 13' 48' '
70.00'
MEE
13.12'
6G
90"55'50''
1 2. 00'
19.04'
12.20,
i
_iiia
m==
.22%
PROFILE SCALE
HORIZ: In = 40'
VERT: In = 2'
MEN MENEM MMMEMMMMMM MEN M MMMMMmMMmMMmMM MMMMMMMM MMME MEMEMMEME MENEM MEMEMMMMMMEMMMMMM
MENEM MEMNON SOMEONE No 0 MEN MEN MENOMONEE MENEM MEEMEMSEEMMEMENIMME
0 0: E No MEN M 0 0 0 No M MEN MEN 0 MENEM MENEM EMMEMEEMOMMEMOMMINE
01,11 mi ONE I M mom 1, mom
0 rM NEI M 0 0
om '410
"1 0 01101.0.0 1 1 0 NO 0
No No lot 0 Mm OMEN 0 MEN 0 mom ME 0 ONE mom ONE 0 NONE MENEM EMEEMEMEMEMEMMEMEN
M L
M ME Ell --I=! llmI-
MMMli 0. EEE 0 M 0 mom 0 mom mom 0 mom EMW am MEMEMEN NONE
M MI ME 0 MEN ME N mown MMIMMOMMIMMIMINIMMIMMIMMIMINNNINNIN M
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M MENEM OMME MENNEN NEMESES MEMEMNIMMEME EMEMMEMMEME
ME MEN EMS= OMEN
No 0 MEEN No NON No mom No NOMINEES EMEMEMEMEMENEMMEMEMEMEME
0 0 No No 0 0 ON MOM NEEMMIM MENEM MEMMEMEMEMEM MEMO
0 00 0 M IN M O'EM'm M ME mom No mom mom MENEM MENEM MEMEMMEMEMMEMEMEM
Mom mom No MEN ONE M E. mom 0 IEMIMEIEMM MEMEM IMMOMMMENEENIMMMIMMM
IM M MEMNON 0 ONE
NEW No No mom No mom
. _ _ - - :o .. - ' _ EMEMEMEMEEMMEME
ENO- '00MEN OEEN
M mom mom ERWE� a0MEN mom0 0 0 NONSENSE momME OMEN 0 MENEM MEMMIMMEMEMEMMEMSMEEMEN NoON Am M mom 0 EMSE MENNEN MENEM 0MEMENMEMEMME mom 0 NONE MEMEMEMEMMEM SOMEONE EMEMEMEENEEMMEMEMSEMEMEMNE
E EMEEMENEENNEMOMMENNEEMEMEMEMEN
0
42 43 44 45 46 . , � 47 48 49 50 51 ,
CONSTRUCTION NOTES:
PROPOSED STORM DRAIN IMPROVM'TSro
Ln 3 3 I PROTECT IN PLACE,
SEE DWG N0. 3001 I " i 17 2 2 I I 2 REMOVE EX I ST I NG P. C. C. , AMC. , PAVEMENT, OR SO I L.
w0
J J o ci J >o Z J J o J J tn J C3 J C� -' 3 CONSTRUCT 6 %INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
U U U O U U W U . U U
U = o �'. + �- '- �' AGGREGATE BAS MATERIAL.
0 0 6A F- V) �o o �o W O ow a o !' •o �o
Z ao Q, N w a z z >• z �, z z ? > z Q �`' w ao z a z 3A COLD M I LL 0. I OF EX I ST I NG A. C. PAVEMENT AND OVERLAY 0. 1 OF A. C. PAVEMENT.
Z 0 w c' N o 0
t+7 2 w
o p O N O V) Ln w V) O • o O o o w p o 0 2 p N o Ln p
C) _ = a' N � Ln M _ o o m ,_ o 1 _ - M ,�,-, N = 04 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
Ln o 0 ate•. w _ zo "�' vwi o � o vo-. o N o z o = �? �, o STD. PLAN N0. 1003.
U Q U �" N m+ CL :R:: w (z Lij w N Q w `-' v I F- Q a U I L�. v `� Q 4A CONSTRUCT 8 1 NCH CURB PER C I TY OF FONTANA STD. PLAN NO. 1003.
m N 0 0 " W . J N to N a_ N � O N N
R7 z� z ,1On z a ~°. ",oma I m z NNc'•i � z I w z�� I w z ` z 6 CONSTRUCT GRADED SWALE PER TYPICAL SECTIONS SHEETS 4-6.
C) n- M- Q Q' Q J F- o a. pp,�, N + a J V) C) a a O
v Q Lf! ~ O N F- Q W O 'd- a + Q' W Q z Q O Q Q
+ tti N N o t) N U V) w °- Q. q a F- 0 6A CONSTRUCT LOCAL DEPRESS I ON (H=4' ) AT CATCH BAS I N PER APWA STD. PLAN NO. 313-1.
O b- � o o V) rn
�- 0 � o O
0 Q + =JQ 6 -I- 7 CONSTRUCT COMMERCIAL CONCRETE DRIVEWAY PER CITY OF OF
-----_ o _
-f- -- - - - _ PRP. RW OG �' EX. RW y:,
—FONTANA STD. PLAN N0. 102 C.
- _ -, CONSTRUCT BUS BAY PER CITY OF FONTANA STD. PLAN N0. I0 14.
\ '�',= ""^ �..""`"�'� Qui t0 �! $or
FX F2yy _...."...' j'"o"°" tiO • _ _>- O�°• \
I -~• - _ h 15 RELOCATE EXISTING STREET LIGHT AND/OR POWER POLE BY OTHERS.
_ O
••f • r - r
r' Y= =r
` . . . . . . . . •, . `• `• . ,`•,'. _ _ sir -•'n ..' __..........
. . .
[ ♦_
...
,
,
.•�.-->--T-• •••-th c -..t -r . - ,-'--: '_-•+ `- • --'•".'a<' —'>Ir•'c'. t -'T t`r .'-/"i�. `-'^'001'-'`T- '^.-<'`Tt'-r• `4 `"�'T' >'��'`-':�'�'•• JT.�`� �► »-•• _.-- , ,-, INSTALL ONE 4 INCH AND ONE 6 INCH SCHEDULE 80 PVC PIP PER SECTION 0 SHEET 7
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(� , �•�l• � _ C/L SOUTH HIGHLAND AVE. N89 53 08,E }- o
^--
-- --
,
,
'•Y - ��N8 _ _ _
•
rr-t
_ I FOR TIT S S N
L HET HET I X AN MAP N A
••' E E E DE D GENERAL NOTES, TYPIC SAN
AWCU1` LINE- F-
L E L SECTION D
Lli
LLJ = -__
Z y,
A A
PW STA A A
ND RD P NS S D A
�e L EE R W I NG N0. 2997 SHEETS I 12.
- W
W LLJ
J
,•• -•� }= ��:� •=.;�-.=r- �->.�a.-•�- -amu' .. •. - ��� _ -
' `" - EXIS r CURE UTTER 2. GRADES AT CENTER LINE EVEN THOUGH REMOVALS
_ " := _ - V) CON'STRAC HAL MAINTAIN
........,.
..........
�- T �� r _
— = TORS L IN IN
... EXTEND BEYOND CENTER I N
a .....—..esr rwrrrww .wwq fy'+y., ). \ r1sf� w•. www .waw w ..�• •.•+••+......•• I —1000!11'-' -•-••J=�-
•,ww
r_.
o --- �PR P. RW ; • 1 --- �" 3. SEE STORM DRAIN IMPROVEMENT PLANS DWG. NO. 3001
aaaa'a 1 _ --- _
�_. ---- - - --_ - , --� •-�._. -�� � F- �� __ _» v z J J -� ��� �------•--- 4 SEE SEWER
� �_ .`_ � --. ` `�_-`..,, � "��=-:_ ---...�__ ---~' � � o J w o ''\. o J ,. IMPROVEMENT PLANS DWG N 0 3359
- ---- --" 1� -\ O : y, /" ter' -- -_� , , /'\ -----------
----
_ __. _
Z .. :::�_ .. _. Z ...._ \r O Q'----------------------------- -------------------------------- 1. «-L -- I --- ---I ---------- - - -- -- -- - / / i / ' - --`-----
- O- --
-- -
00
o o CO o o w o l to w. J I o 0 o r- j v' o ti o o r Qo
co ul X 00
rh V) th V) v L17 - V) Q - r7 m W - -
�_: O po r10 Z V) O Lt7 a J F- C' N O t,, -t O z Orn O tM O O
N 0 0 ui al a. N N O v N F- Q W U• z O � rn p O Q O v O O
N J Q' + lC) + Lt • - + Q' + Ln V) U N l.L_I O O Q' Z V) N a' Q' # Q Q
v U N v Lc') v Ln w c- M N v- v- Cil OJ U V) v N o_. 0 w Ln N o,- N �- a -
CL N N
CL z Z z xo a ! � M z X % X z z
8 7 Q 15 6A _, a w w > Ln v- � w Ln Ld
15 2 3A
+ I 3A I 20 10 0 20 40 60 80 100
PROPOSED STORM DRAIN IMPROVM'TS
SEE DWG N0. 3001 SOUTH HIGHLAND AVENUE SCALE: I'=40'
CURVE DATA
REV. REVISION DESCRIPTION
D0 O � ,QECO.P_O O.eAW/Kl
MMMMv�vwwwvw�M A-{f-�_ Nwwwvwww�wvvw�
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
PLANS PREPARED BY: CITY OF F
oQ�pF ! lW WILLDAN
13191 Crossroads Parkway. North, Suite 405 STREET IMPROVEMENTS
� o�
Industry,
562) 908 XCA 6200 91746-3497 DRAWN BY: SOUTH HIGHLAND AVENUE SCALE: -
u, No C060153 R, DB/BM I 40
d EXP. 03-31-04 DESIGNED BY: OM 200' OF CITRUS AVE TO DATE:
* � UNDER THE SUPERVISION OF:
J�q j C j v \\, �Q' N J/ S B/ C Z1.ZSS.00' . OF OLEANDER 04-14-03
F pF CA��F� �4 03 101
CHECKED BY: APP VED B�: DRAWING NO.: 18
CARLOS A. NO R.C.E. 60153 DATE CZ ZZ 2997
CITY ENGINEER R.C.E 51152 DATE: 3
NO.
A
R
L-
T
6A
05044'31.47''
289.00"
28.96'
14.49'
6B
03' 43' 12.05' '
289.00'
18.76'
9.39'
6C
08025'25.67"
289.00"
42.49'
21.28'
6D
180000'00''
7.00'
21.99'
---
--
22°13'18''
22"13'18''
70. 00'
27. 1 5'
1 3. 75'
6F
21 ° 13' 48' '
70.00'
25.94'
13.12'
6G
90"55'50''
1 2. 00'
19.04'
12.20,
REV. REVISION DESCRIPTION
D0 O � ,QECO.P_O O.eAW/Kl
MMMMv�vwwwvw�M A-{f-�_ Nwwwvwww�wvvw�
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
PLANS PREPARED BY: CITY OF F
oQ�pF ! lW WILLDAN
13191 Crossroads Parkway. North, Suite 405 STREET IMPROVEMENTS
� o�
Industry,
562) 908 XCA 6200 91746-3497 DRAWN BY: SOUTH HIGHLAND AVENUE SCALE: -
u, No C060153 R, DB/BM I 40
d EXP. 03-31-04 DESIGNED BY: OM 200' OF CITRUS AVE TO DATE:
* � UNDER THE SUPERVISION OF:
J�q j C j v \\, �Q' N J/ S B/ C Z1.ZSS.00' . OF OLEANDER 04-14-03
F pF CA��F� �4 03 101
CHECKED BY: APP VED B�: DRAWING NO.: 18
CARLOS A. NO R.C.E. 60153 DATE CZ ZZ 2997
CITY ENGINEER R.C.E 51152 DATE: 3