HomeMy WebLinkAbout1813GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -
CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS, CONTRACTOR SHALL
BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS,
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
VALVES, FIRE HYDRANTS, ETC. SHOWN ON THESE PLANS WITHIN THE RIGHT - -OF -WAY LIMITS OR
IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF
RANCHO CUCAMONGA.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE
SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING
DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN
ON THESE PLANS.
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS,
ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY SHEET 2
OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL
BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE
ELEVATION AND AT NOT MORE THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE
REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS
SHALL BE CONSTRUCTED PRIOR TO PAVING.
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL
GROUND AND ALL SUB- GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO
CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE
CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING.
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND
GRADATION OF ASPHALT PAVING
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R- VALUE, SIEVE
ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R- VALUE AND PAVEMENT TESTS TAKEN TO SHEET 4
DETERMINE STRUCTURAL SECTIONS.
11, WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL,
THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -
GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A
QUALITY BETTER THAN THE NATIVE MATERIAL.
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB - GRADE, A SOILS STERILANT REGISTERED BY
THE EPA FOR USE UNDER AC AND PCC SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN
THE OTHER ITEMS OF WORK.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED
AT EACH INTERSECTION
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
16 WORK THROUGHOUT CONSTRUCTION SITE SHALL BE CILEANED UPON REQUESTROFFTHE INSPECTOR RSTATE, L
SHEET n
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. C
GENERAL TELEPHONE METROPOLITAN WATER DISTRICT
585 NORTH MOUNTAIN AVENUE 700 N. ALAMEDA STREET
UPLAND, CALIFORNIA 91786 BOX 54153
1- 800 -482 -6711 LOS ANGELES, CA 90054 -0153
(213) 217 -7474
SOUTHERN CALIFORNIA GAS COMPANY COMCAST
216 N. EUCLID AVENUE 1205 DUPONT ST.
ONTARIO, CA 91762 ONTARIO, CA 91762
1 -800- 427 -2200 RES. (909) 983 -9895
1 -800- 427 -2000 COMM. (PORTION OF RED HILL)
CUCAMONGA COUNTY WATER DISTRICT CHARTER COMMUNICATIONS
9641 SAN BERNARDINO ROAD RIVE VIEW PARK COURT
RIVERSIDE, CA. 92503
RANCHO CUCAMONGA, CA 91730 CONSTRUCTION DEPT.
(909) 987 -2591 C/O STUART KING
(909) 343 -5165
PRIVATE_ ENGINEER'S NOTICE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND /OR
GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN
WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER
OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED
WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER BY ACCEPTING
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO
AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY
DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR
STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE
PUBLIC RECORD EXAMINED. LOCATED AT VARIANCE WITH THAT REPORTED OR
SHOWN ON RECORDS EXAMINED BY THE CONTRACTOR IS REQUIRED TO TAKE
DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES
SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF
THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
INDEX MAP
SOUTH NTS NORTH
OR OR
WEST EAST
R/W R/W
WATER V
TYPICAL SECTION
CANYON MEADOWS DRIVE, APPIAN DRIVE, BLUE SPRUCE DRIVE
NTS
T.I. =5, R =70
SOUTH ( NORTH
OR L OR
WEST I EAST
R/W R/W
66'
11' 44' 11'
0.5' 4' 6' 4' 0.5
2:1
lµi to i L%
2 V
A 2
1 WATER � t
SEWER
TYPICAL SECTION
VINTAGE DRIVE, SADDLETREE PLACE, ROCKING HORSE PLACE
Q NTS
T.L =6, R =70
WEST EAST
R/W R/W
I 50'
5' 7'
PUE,
1' 2 2' 6
1 j t
wE
2 %_
7%
36'
7' 1
6.5' 0.5'
2% _.�rt
WATER ,i SEWER
TYPICAL SECTKON
WINTERBER_ RY PLACE AND CEDAR FILL PLACE
NTS
T.I =5, R =70
1'
?I
?; 2
SHEET 7
SHEET 6
SHEET 5
SHEET 3
SHEET 8
/ 3 LANDS' \
Un Q'
\ OF CALIF ° /
70
EMA
avmw
SIDEWALK
COMMON NAME
r
REMOVE EXISTING BULKHEAD AND
00OX
FS
FINISHED SURFACE
FL
FLOW LINE
s"n7
H 4AX
L
LENGTH OF CURVE
PUE
PUBLIC UTILITY EASEMENT
A OU
F
34
CONSTRUCT 18' R.C.P. (D -LOAD
AS SHOWN ON
PLAN)
LAURINA
VICINITY MAP
NO- TO SCALE
STREET CONSTRUCTION NOTES
LEGEND
- - -- CURB AND GUTTER
1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE
1A CONSTRUCT 0.33' A.C. PAVEMENT OVER 0.33' AGGREGATE BASE
2 CONSTRUCT A2 -6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104
Q 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102
A 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103
5 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD, PLAN 106 -A
6 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA
CTII PI AN 7 nF -R
r 10 7 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH)
8 REMOVE EXISTING WOOD BARRICADE
9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305
CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307
tCONSTRUCT
WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131 -A
CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS
ADJUST VALVE COVER TO GRADE (WATER MAIN).
14 CONSTRUCT A2 -8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104
t 19 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401 -A & 401 -B
17 INSTALL TREES PER NOTES AND LEGEND ON SHEET NO. 1
18 PAINT 'STOP" PAVEMENT MARKING WORD AND 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E._
INSTALL TRAFFIC SIGN PER PLAN.
@Y_ PAINT 4" DOUBLE YELLOW STRIPE.
t21 - NOT USED
22 — PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133
- 23 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 -A (WIDTH PER PLAN, X =3')
• PAID FOR AND COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC SECTION
STORM DRAM C:ONSTRUCC TION NOTES
SIDEWALK
COMMON NAME
STREET TREES
REMOVE EXISTING BULKHEAD AND
RIGHT OF WAY
FS
FINISHED SURFACE
FL
FLOW LINE
TC
TOP OF CURB
L
LENGTH OF CURVE
PUE
PUBLIC UTILITY EASEMENT
SINE
SIDEWALK EASEMENT
1 CONSTRUCT 0.25' A.C. OVER 0.33' AGGREGATE BASE
1A CONSTRUCT 0.33' A.C. PAVEMENT OVER 0.33' AGGREGATE BASE
2 CONSTRUCT A2 -6 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104
Q 3 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102
A 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 103
5 CONSTRUCT CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD, PLAN 106 -A
6 CONSTRUCT SPECIAL CROSS GUTTER (STEEP GRADES) PER CITY OF RANCHO CUCAMONGA
CTII PI AN 7 nF -R
r 10 7 MODIFY AND ADJUST MANHOLE GRADE (SEWER & STORM DRAIN MH)
8 REMOVE EXISTING WOOD BARRICADE
9 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND 305
CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307
tCONSTRUCT
WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD. PLAN 131 -A
CONSTRUCT STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS
ADJUST VALVE COVER TO GRADE (WATER MAIN).
14 CONSTRUCT A2 -8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104
t 19 16 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. PLAN 401 -A & 401 -B
17 INSTALL TREES PER NOTES AND LEGEND ON SHEET NO. 1
18 PAINT 'STOP" PAVEMENT MARKING WORD AND 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E._
INSTALL TRAFFIC SIGN PER PLAN.
@Y_ PAINT 4" DOUBLE YELLOW STRIPE.
t21 - NOT USED
22 — PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133
- 23 CONSTRUCT DRIVEWAY APPROACH PER CITY OF RANCHO CUCAMONGA STD. PLAN 101 -A (WIDTH PER PLAN, X =3')
• PAID FOR AND COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC SECTION
STORM DRAM C:ONSTRUCC TION NOTES
BOTANICAL NAME
COMMON NAME
30
REMOVE EXISTING BULKHEAD AND
JOIN EXISTING
QTY
31
CONSTRUCT MANHOLE NO. 1 PER
CITY OF RANCHO CUCAMONGA STD PLAN 318
32
CONSTRUCT 36" R.C.P. (D -LOAD
AS SHOWN ON
PLAN)
33
CONSTRUCT 24" R.C.P. (D -LOAD
AS SHOWN ON
PLAN)
34
CONSTRUCT 18' R.C.P. (D -LOAD
AS SHOWN ON
PLAN)
X1•1
92,071 SF
32,213 SF
5,211 L.F
12 EA
28,658 SF+ 2o6o5FA
1 EA (901 SF)
2 EA (2,018 SF)
10 EA
1 EA
4 EA
4 EA
3 EA (192 LF)
30 EA
21 EA
1,499 LF
9 EA
90 EA
7 EA
14 EA
462 LF
316 LF
69 EA
1 EA
3 EA
603 LF
99 LF
76 LF
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF
THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY
CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE SURVEYOR FOR EACH MONUMENT SHOWING THE REFERENCES TO BE USED TO
DESCRIBED AS FOLLOWS: NO MONUMENTS CURRENTLY EXIST WITHIN THE RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED
LIMITS OF THIS CONSTRUCTION TO THE CITY.
PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY
OF THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY
DATED o2 yY�. .�t�, SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS AND THE RELATED
MARK WARE - L.S. N0. 5820 PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE
PROVIDED TO THE CITY.
STREET NAME
BOTANICAL NAME
COMMON NAME
MIN GROW
SPACING
SIZE
QTY
SPACE
SADDLE TREE
TRISTANIOPSIS
NCN
3'
20' OC
15 GAL
4
PLACE
LAURINA
CANYON MEADOWS
LAGERSTROEMIA
INDICA
LAVENDER CRAPE
3'
20' OC
5 GAL
23
DRIVE
' MUSKOGKOG EE'
MYRTLE HYBRID
APPIAN DRIVE
PYRUS CALLERYANA
'ARISTOCRAT"
BRADFORD
3
20' OC
15 GAL
22
PEAR
BLUE SPRUCE
PRUNUS
NCN
3'
20' OC
15 GAL
10
DRIVE
BUREIANA
WINTERBERRY
ERIOBOTRIA
BRONZE LOQUAT
3'
25' OC
15 GAL
17
PLACE
DEFLEXA
TREE
CEDAR HILL
MAGNOLIA
PLACE
GRANDIFLORA
NCN
3'
20' OC
15 GAL
10
"ST MARY"
ROCKING HORSE
ERIOBOTRIA
BRONZE LOQUAT
3'
25' OC
15 GAL
4
PLACE
DEFLEXA
TREE
CONSTRUCTION NOTES FOR STREET TREES:
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
2, PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
FURNISHED TO THE CITY INSPECTOR ANY UNUSUAL TOXICMES OR NUTRIENT DEFICIENCIES MAY
REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING
DMSION.
4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY,
g�( pPPC- C SOG.
^ AMP $I#$W4LK oN 7#9 soYro 51ok of vllvrA4e VNIvE AND
Lam' AccESS -RAMP PrR, TA 187rq SEE 5N.$ RoW Z013-0C
DESCRIPTION OF REVISION
L
HKUJt(- l JHLL l UE .,,,,,"„w .:�,,.,.........r��
— -- - -- — - - - - -- Dote. JULY 12. 2002 mi
SADDLE TREE PLACE
SEE SHEET 2
z ij
w v w w 11' 22'
F qJ ? U V 4'
00- U t0 OJ
J w V) I
a= „o�� ��
HO MUtnto rO !
z zq N z p to � co
5 oN
Cp
4 3 2 Nm°o1 m°o
i
po ,^
U-) 3
.21 ' 12.96 60.05'
\ -- - 49.55' L =2.85' 7.64' S8.8T {
-.
_ ' 121 1 A
Ly
a Z N89 27'06 "W ( E� 1A
26 8
LLI
{
!" I
5
(�
•!— --t — ;�, N 90.87' 92.91' 3
:1 N �ti5� ECR
�I 1528.40 TC -6 "CF
O! 1 4' 1527.90 FL
� 1't Oi U w �'♦•-
11, ` 27 40 m .a
25 ;� z J W
oo N
a
7.66' 11 �ll N m o n .Ii r
i
18' , 1
SANDHILL PLACE
Underground Service Alert
Cat TOLL FREE
1 -800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
IY
im
1� 8 18''�
-3-I
25' 1 25'
.1
•
SADDLE TREE PLACE
SEE DWG. NO. 1814
SHEET 4 OF 6
CURVE TABLE
W
U
m
R
L
T
A
90'28'33"
27.00'
62.64'
27.23'
B
89'31'27"
27.00'
42.19'
26.78'
C
03'48'03"
828.00'
54.93'
27.47'
D
03'48'03"
850.00'
56.39'
28.20'
E:
03'48'03"
872.00'
57.85'
28.93'
sji529.79 FL
F
2
� JN
63 3 62
61
*e
0
z
m
IF- U m
(O
N
O) O
tD m M
59 6 w ^ 11 58
DAY CREEK BOULEVARD
SEE DWG. N0. 1803
SHEET 3 OF 21
111'
49' 62'
Z W
O v 7' 7d' 25'
0:: 0D 42' 37'
U� UJ
w� r w
LID
Z p M
M O (O to 'I {III
0 Z z
� I JJJ l
+ BCR J' t I�
`,4 3 1527.58 TC) I
V) 1526.91 FL) 6s
v
W
W 1527.87 FL
W
U
m
00
ENGINEER
a
I
F
QU
J
r
V)
wD
06
1s
>w
CD
M
a
00
+
O> O
M
oOf
N N
DRAWN
Of
M in
+
N
\
w
U
Uj
J
>)
w
q
�
25'
U
4'z°
MODIFY AND
ADJUST MANHOLE TO GRADE (SEWER & STORM DRAIN)
OD
t
67'
R.C.E . 36052
- CONSTRUCT
>(n
305
m0J
121
00
to
00
F W
I�
N
M
(D 0)
M
D
N
CO-
r-
M
N
O1 O)
+
N0064K)00
+ +
N N
sji529.79 FL
F
2
� JN
63 3 62
61
*e
0
z
m
IF- U m
(O
N
O) O
tD m M
59 6 w ^ 11 58
DAY CREEK BOULEVARD
SEE DWG. N0. 1803
SHEET 3 OF 21
111'
49' 62'
Z W
O v 7' 7d' 25'
0:: 0D 42' 37'
U� UJ
w� r w
LID
Z p M
M O (O to 'I {III
0 Z z
� I JJJ l
+ BCR J' t I�
`,4 3 1527.58 TC) I
V) 1526.91 FL) 6s
v
W
W 1527.87 FL
U
U
m
00
ENGINEER
a
I
F
to
0)
r
V)
w
06
O
�o rn
CD
M
a
00
+
O> O
M
N
N N
DRAWN
DRIVE
M in
+
N
\
Of
>)
19
of U SO
�'
R/W
309.37
VINTAGE
w =4
119.26'
ECR
U
m
U
W
ENGINEER
a
L0 LID
to
0)
0 °"�
I N
J
06
4
yew
+
+
i j p
CONSTRUCT
N
DRAWN
DRIVE
y
i`
STREET CONSTRJCTK,)N NOTES U
119.26'
ECR
A
✓� 1
W
+ !
i
ENGINEER
SEE NOTE
it BELcw
1521.99 TC z
V 1520.32 FL�
RCE: 24953
DESK
00
N
00 z
yew
U D
m Cr
U J
!- W
i j p
CONSTRUCT
N
DRAWN
3 � sat.
9
SHEEP
+
(D N Z
M (O ( r
CONSTRUCT
CONSTRUCT
ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102
SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103
F. 19W;;s 17
of U SO
�'
25'
�I
MODIFY AND
ADJUST MANHOLE TO GRADE (SEWER & STORM DRAIN)
4M
t
67'
R.C.E . 36052
STREET CONSTRJCTK,)N NOTES U
+ o
19
N 04
Ln Ln
DATE - ' i � � o-
ENGINEER
-�� C L Lt ,
f -
RCE: 24953
DESK
00 z
yew
ALLARD
ENGINEERING
CONSTRUCT
0.33' A.C. PAVEMENT OVER 0.33' AGGREGATE BASE
DRAWN
3 � sat.
9
SHEEP
Pnm�
r „M� 9Lfb
S
CONSTRUCT
CONSTRUCT
ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. PLAN 102
SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103
F. 19W;;s 17
8 9
37' 42'
25'
79'
MODIFY AND
ADJUST MANHOLE TO GRADE (SEWER & STORM DRAIN)
54'
67'
R.C.E . 36052
- CONSTRUCT
CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300, 304 AND
305
1813
121
DATE
-CONSTRUCT
LOCAL DEPRESSION AT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 307
DAY CREEK
BOULEVARD
-CONSTRUCT
WOOD BARRICADE PER CITY OF RANCHO CUCAMONGA STD, PLAN 131 -A
FOR rioIvutjEAIT SEE DWG.
NO. 1803
-CONSTRUCT
STREET LIGHT 5800 LUMEN PER CITY OF RANCHO CUCAMONGA STREET LIGHT STANDARDS
/,\ NOTE: DETAILS AA/0 SHEET
3 OF 21
- ADJUST VALVE COVER TO GRADE (WATER MAIN).
L-1 LANOSCAP196 INFO,
-CONSTRUCT
A2 -8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104
SEE Pwb. 2.350 -L
-INSTALL STREET NAME SIGN PER CITY OF RANCHOCUCAMONGA STD. PLAN 401 -A & 401 -8
-PAINT "STOP" PAVEMENT MARKING WORD AND 12" WHITE LIMIT LINE PER CALTRANS STD. PLAN A24D AND A24E
-INSTALL TRAFFIC SIGN, PER PLAN
-PAINT 4" SOLID DOUBLE YELLOW STRIPE
-PAINT 4" SKIP YELLOW CENTERLINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133
GRAPHIC SCALE
0 20 b 60
( IN FEET )
I inch = 40 ft
18 +79.61 CL VINTAGE DRIVE=
100
20 +14.79 CL DAY CREEK BLVD. SS
�2�3t�1L
QADDED 5IDfw*&K OF THE SOUTH SIOE OF VINTAGE OR(✓E AND
i ACCESS RAMP PEA TA 18?Oq ROW 2et3-00778 /t2 -43
eTy
DESCRIPTION OF REVISION DATE ` APPROVED.
CITY OF RANCHO CUCAMONGA
ESS/p�
J. q� q!
kv
TRACT 14493 -1
STREET IMPROVEMENT PLANS
VINTAGE DRIVE
STATION 12 +24.37 TO STATION 18 +79.61
APPROVED BY:
CITY
/
� 1�
DATE - ' i � � o-
ENGINEER
-�� C L Lt ,
f -
RCE: 24953
DESK
RECOMMENDED
yew
ALLARD
ENGINEERING
Cml F.�Mnvq
DRAWN
3 � sat.
9
SHEEP
Pnm�
r „M� 9Lfb
S
JK, DEA, CGR
t9®r 3%1015
F. 19W;;s 17
8 9
OF
CHECKED
DRAWING NO.
RAYMOND H.1MD
R.C.E . 36052
CITY
�7.
_ /%- ox-
f
EMRES 6/30/04
1813
DATE
P"n,1F ,T 'IHFrT OF Fdenom M: \CIWG\ 12103 \INTRACI \14493 \STREETS \14493STR -BOWL
M..- Ii i1 V .7 '1M7 ml