HomeMy WebLinkAbout2393U N' 111' 'A
_T
CONSTRUC
M� N OV 4 1 N CAB PER CITY STD. 1 00—A
3 INCH, ES A,-,,,C PAVE �E' ERI 'CHES
S E: O,RT SHALL BE SU'
F PAVING, A MATERIA: R ip
8. AT THE COMPLETION 01 L
f,_1 '71
SF
TO THE CITY ENGINEER, LIS' T ]ING ALL TESTS OR DETERW NATIONS COWPLETED
s E E'S,
CO T CT NOTES FOR STREE T_ TR_
�N 10N
TO VERIFY STABILITY'OIL CONTENT AND GRADATION OF ASPHALT
CORSTRUCT
PAV'NG.
1 . ALL STREET TREES ARE TO BE PLANTED IN AC: R' ANC :E
CIO
0 T 0RT SHALL
19. PR 0 R T LIE INSTALLA119N; OF ANY PAV
"ING3 A MATERIA! S REP"
WITH MY STANDARD PLANS.
1' A�
BE SUBMITTED TO THE CPY ENGINEER, LIST'ING ALL TESTS OR DETERM N
E: N
2. PRJOR TO THE 00kW 'CEM E: T OF ANY P� NTING AN!
N
Y
TIONS COMPLETED TO VERI R—VALUE, SIEVE ANALYSIS AND SAND
0 0
R E FURNI'SHED T TK
AG O'N0M11C Si ILS REP, RT SHALL Bi E
EQUIVALENT OF AGGREGATE BA S_ E.
WEIRS
EA
DEFICIL EIRCIE S1
MAY REQUIRE BACKF[LL SOIL AWEND�MENTS,
r %
10. PAVI NG SHALL BE PERM' PAV' M: ENT
M!ED IN ACC'OR: A CE WITH R —VALUE AN' D E
�m : D N
AS DUERM1NED BY THE CITY
T U!1 TI: N:
TESTS TAKEN TO DETERM-11: !E STR U: TU �RAL SECTO NS PRIOR TO CON!S R Oi
N: C
3. ALL STREET TREES ARE SUBJECT TO [INSPECTI, 0N AND
OF THE STIR; CTURAIL SECTION S'.
U
ACCEPTANCE
:i
BY THE ENGINEER11% KR ICES DEPT.
S:;ST
11 MHEN W� RIO-VEMIENTS ARE TO BE PLACED ON NATI[VE SOIL WHICH C:O_ N; -:I S
P
4. STREET TREE'S ARE TO B_ E PLANTED R R UBLIC
OF A ROCKY MATERIAL, THE SUB�GRADE SHALL PREPARED BY REMOVING
RR
[m� OVEMENT
PLANS ONLY.
ALL ROCKS WHICH PROTRIUIDE ABO E THE SUB—GRA E AND ALL V'O ID S OR
F
DEPRESSION'S SHALL BE FILLED WITH A FINE GRA;: �E ATERIAL 0: A
...... .....
STREET TREE LEGEND
QUALITY �BIETTER THAI TH: L.
E NATIVE MATERIA
M� N.
12.IF THE ASPHALT G NGRETE IS TO BE P LA C: D 0 N: SUB�IGRADE, A SOILS
0
STREET NAME
I
BOTAN'CAL NAM-E
WIVION:
C 0 NAME: GROW
SPA
'CfNG
SIZE
i QTY.
STERILANT REGISTERED BY TH,1E E. P.A. FOR USE UNDER A.C. AND P.C.C.
PACE
R E
RECOMMEND;
SHALL BE UINIF 1� W APPI IE D AT T MANUFACTU D
OR LY �L: �HIE
. ..... ....
RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVzI'NG.
j
MADRONE AVE.
PINIUS
il
CANA: 71
35'
15 GAL
7
CANARIEN'St �S
IN� E
P E �R
13. ESTIMATE OF QUANTITIES I'S 'R,0VI D! D BY THE EN;G1N:E::E ONLY FOR THE
0,
CONVENIiENCE F THE 1):EVIE:LOPER. THE CONTRACTO:,R SHALL MAKE H1S OWN
DETER INATIG OF CONSTRUCTION QUANTITI: S B :FO 'E S Ul BIMI: ITTI NG A
N
U N' 111' 'A
_T
CONSTRUC
M� N OV 4 1 N CAB PER CITY STD. 1 00—A
3 INCH, ES A,-,,,C PAVE �E' ERI 'CHES
S E: O,RT SHALL BE SU'
F PAVING, A MATERIA: R ip
8. AT THE COMPLETION 01 L
'9100
SF
TO THE CITY ENGINEER, LIS' T ]ING ALL TESTS OR DETERW NATIONS COWPLETED
s E E'S,
CO T CT NOTES FOR STREE T_ TR_
�N 10N
TO VERIFY STABILITY'OIL CONTENT AND GRADATION OF ASPHALT
CORSTRUCT
PAV'NG.
1 . ALL STREET TREES ARE TO BE PLANTED IN AC: R' ANC :E
CIO
0 T 0RT SHALL
19. PR 0 R T LIE INSTALLA119N; OF ANY PAV
"ING3 A MATERIA! S REP"
WITH MY STANDARD PLANS.
1' A�
BE SUBMITTED TO THE CPY ENGINEER, LIST'ING ALL TESTS OR DETERM N
E: N
2. PRJOR TO THE 00kW 'CEM E: T OF ANY P� NTING AN!
N
Y
TIONS COMPLETED TO VERI R—VALUE, SIEVE ANALYSIS AND SAND
0 0
R E FURNI'SHED T TK
AG O'N0M11C Si ILS REP, RT SHALL Bi E
EQUIVALENT OF AGGREGATE BA S_ E.
si ,P:
�IN I ECTOR. ANY UNUSUAL TOXICITIE N
S OR UTRIENT
EA
DEFICIL EIRCIE S1
MAY REQUIRE BACKF[LL SOIL AWEND�MENTS,
r %
10. PAVI NG SHALL BE PERM' PAV' M: ENT
M!ED IN ACC'OR: A CE WITH R —VALUE AN' D E
�m : D N
AS DUERM1NED BY THE CITY
T U!1 TI: N:
TESTS TAKEN TO DETERM-11: !E STR U: TU �RAL SECTO NS PRIOR TO CON!S R Oi
N: C
3. ALL STREET TREES ARE SUBJECT TO [INSPECTI, 0N AND
OF THE STIR; CTURAIL SECTION S'.
U
ACCEPTANCE
:i
BY THE ENGINEER11% KR ICES DEPT.
S:;ST
11 MHEN W� RIO-VEMIENTS ARE TO BE PLACED ON NATI[VE SOIL WHICH C:O_ N; -:I S
P
4. STREET TREE'S ARE TO B_ E PLANTED R R UBLIC
OF A ROCKY MATERIAL, THE SUB�GRADE SHALL PREPARED BY REMOVING
RR
[m� OVEMENT
PLANS ONLY.
ALL ROCKS WHICH PROTRIUIDE ABO E THE SUB—GRA E AND ALL V'O ID S OR
F
DEPRESSION'S SHALL BE FILLED WITH A FINE GRA;: �E ATERIAL 0: A
...... .....
STREET TREE LEGEND
QUALITY �BIETTER THAI TH: L.
E NATIVE MATERIA
M� N.
12.IF THE ASPHALT G NGRETE IS TO BE P LA C: D 0 N: SUB�IGRADE, A SOILS
0
STREET NAME
I
BOTAN'CAL NAM-E
WIVION:
C 0 NAME: GROW
SPA
'CfNG
SIZE
i QTY.
STERILANT REGISTERED BY TH,1E E. P.A. FOR USE UNDER A.C. AND P.C.C.
PACE
R E
RECOMMEND;
SHALL BE UINIF 1� W APPI IE D AT T MANUFACTU D
OR LY �L: �HIE
. ..... ....
RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVzI'NG.
j
MADRONE AVE.
PINIUS
il
CANA: 71
35'
15 GAL
7
CANARIEN'St �S
IN� E
P E �R
13. ESTIMATE OF QUANTITIES I'S 'R,0VI D! D BY THE EN;G1N:E::E ONLY FOR THE
0,
CONVENIiENCE F THE 1):EVIE:LOPER. THE CONTRACTO:,R SHALL MAKE H1S OWN
DETER INATIG OF CONSTRUCTION QUANTITI: S B :FO 'E S Ul BIMI: ITTI NG A
N
BID. AN1Y ITEM OF WORK REQUIRED BY THESE PLANIS WHICH ::IS NOT
P CIFICALLY LISTED IN THE ESTIMATE OF :QUIANTITIES SHALL BE
S E
CONSIDEIRED AS-' INCLUDED: IN THE OTHE R ITE: :OF WORK.
AMONGA STANDARD PLAN NUMBERS 4011
14.STR: ET SIGNS PER CITY �OF RANG 0 CUC —A
E
U c
AND 4:01 —B SHALL BE CON: STRI CTED AT EA H INTERSECTION.
V_
15-CIII'Y APPROVAL 0: F P LA:N S DOES NOT RELIEVE TlHk DEVELOPER FROM
OR AN D: OL: ISSION DIS' OVE: 'ED
RESPONSIB LITY FOR THE CORRECTION OF ERR- M
�D P IN So
DURING CONSTRUCTION. UH: 0 REQUEST, THE REQU1RE, LA, REV1 [ N! S
P
EIEI R L.
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGIN: � IR FOR AP P�; OVA:
R:10 EETS SHALL BE KEPT IN
16. WO RK S ITES AND EXTEM! R STRI A N1 EAT, CLEAN,, HAZARD
FREE, ORDE' LY 'STATE, THI: GUGHOUT CONSTRUCTION. ITE S H: BE CLEANED
R
UP0N REQUEST OF THE INSPECTOR.
17.N/A
U: G
�D
1 B.CONTACT UNDERGRO �;N� SERMCES ALERT AS REIQUdIRED TWO: WORKIN: DAYS
0
PRIOR TO EXCAVAT10N. P�:IHONE NO, 1-8: 0�227�21 00
PROVIDED FOR YOUR CONVENlEN E ARE THE FOILLOWINIC
A. CHARTER COMMUNICATIONS 88,10-0220
4240 N, HALLMARK PARKWAY 880-0230
ABI BRI E V I AT -:10 !N S__
0
SAN BERNARDIIN CA 92407
B. VERIZON (TIELECOM) 90:9:1 4691 6327
BC
BEGIIIMN]I�W G OF C U E
N
1400 E. P: ILL[PS B 4 83
H1 LVD 800: —3 00
POMONA., CA 9 17616
EC
END OF CURVE
BCR
�i :c :, IU
RE G[NNING OF 1 URB RET zR N
C SOUTHERN CALIFOR'NA GAS COMPANY (810:0) 427-2200
ECR
END OF CURB RETURN
PIO :BOX, 3003
VC
VERTCAL CURVE
I
__73
REDLANDS, CA. 923:
BVC
CAL cu
GI NiNG RVE
BE Of VERT1
D. CUCAMONGA VALLEY W ER D: (91 9) 9 8 7 2 51 1:'
'AT ISTRICT 0
mvc
M[D DLE OF' VERTI-CAL CURVE
1044:0, ASHFORD STREET
EVC
END 0 F VERTICAL CURVE
RANCHO CUCAMONGA, CA. 91729
Moc
MIDDLE OF GURVE
'0,
E. METROPOLITAN WATER D STR I c T `213) 217-6010
CIF
C R' FAG
700 N:. ALAMEDA STREET
CL
GENTE LI E
LOS MGELES CA 9G 12
EP
EDGE OF PAVEMENT
�FL
FLOWLINE
F. SO1u N CALI FOR��N A ED::ISO1N COW ANY 80 6515-4555
THER
FS
FIN!: SHED SURFACE
:9
7951 REDW OID AVENU: 09 987�6585
0
FONTANA, CA. 9,2336
G-13
GRADE BR; K
PL
PROPERTY LINE
G. IN N D E IR UTILITIES AGENCY (909) 99,3-1:6010
LA W E C
P
PRC
E 'Fr
POiNT OF REVERI _JE CURVE
6075 KIMBALL AVENUE
R!P
POINT
CHIINOp CA 'J1708
l/w
R
MG, OF WAY
R A
19.THE FINAL OR S U 1 FAC E LAYER OF ASPHALTIC CON; RETE R'01 DWAY PAVEMENT
TC
I
TOP OF GURB
LAT E RA LS
SHALL NOT BE PLACED UNT11 ALL UTI LIT' S & U`TILITY W1 THIN
TR
TANGENT
N P m
THE ROADWAY, HAVE BEEN INSTALLED, ALL 0: �SITE IM': ROVE: ENTS
INCLUDING ALL G:RAD-,!I:NG- HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE
1249)---_�
Gi ONTOUR
EXISTIIN G
P
PAR! KWAY AN D ROADWAY IM 1PR OVE M: E ITS ARE REMOVED AN'' RE LACED TO
THE SATISFACTION OF TH�E CITY E: IGINEER.
P1 0_0SED PAVEMENT
GRlN: AN: D OVERLAY
REMOVE Ek CON �c.
J
ja
gggiii�
&o.
7--nam
..........
121
E E�
mm
1&,� ........ . I
----- %kl
I, X.
Ilk
---------- - k
�g 3
-- ---------------------------------- nlx�� ...... 4 ------ -
lx1i
...........
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.. .........
A
. . . . . . . . . . ,
V MENTS
EX. IMPROVEMENTS PROR I M R E
R, W 60' R, W
4 7_5 18 C/ L 7.5' 4' 0. 5'
OR] RD 0. 111 0 FT WIN. EX11 ING
EMENT AND BLEND,
pwEMw,
OVERILMY9 : I
'IAN
UMIT OF AC AVEMENT PER
NEW PAVEMENT
\ a V�q .1 1 i6—
PAVEMtN!)
EXISTING PAVEMENT
L—SAWCUT
SAWGUT AND PAVEMOT JOIN-1 DETAIL
0,
(O'N 01 Ni S! T R U C"i'l 'N NOT S
V I C 1:N1: Ty A
bw
1
31391
_T
CONSTRUC
M� N OV 4 1 N CAB PER CITY STD. 1 00—A
3 INCH, ES A,-,,,C PAVE �E' ERI 'CHES
'9100
SF
9:13
NOT U SED
1916
CORSTRUCT
0 p E IDTH-31 RAD 1: US 8)
PGC D, � R_ I V E, W ARPRI A-,Cl :E CffY STD loll Typ c (w 5
2
CONSTRUCT
DT R LA
N ICK P� C S: DEW LK PER CITY STD 10 1 AND 103 (WI: H: PER N)
4" M[ TH C
EA
STR
CON, UCT
E:
N H :ET
- 1: 5' Mt 1. G 1� :0 & AC OVERLAY WIR. 5' WID E PER DETAI L �O S 1
0. N RiN
1
CONI'ST-R- UCT
5' M,11N. LONG TRA RS T 10IN (EX. 6" TO RROP. -8 MAX SLOPE 5.0-
EA
INSTALL 5800 LUMEN H;,PSV—EQU1VALE'NT LED STREET L1, T BY S.C.E.1 PAID FOR AND COORDINATED BY
DEVELOPER
E:
E ET
IINSTALL STREET TREE PER STR TREI LEGEND AN, D NOTE PER THIS SH;
�1
INSTALL 24"'
p R iN
;R P. � �1
R, D LOAD FfLE 0 S' EET 1
CLP E 0
CONST. KH:
PER C 11TY STD 318
P E ETA L ON: HEET
R
C� NNECT TO EX. C M, P RiSER 1; S5 3
Q
bw
1
31391
SF
'9100
SF
9:13
SF
1916
2
EA
2
EA
7
EA
337
LF
1
EA
1
EA
.......... �
PL,ANS,
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