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APPROVED BY: j,-P.C.E. 24953
CITY E NG1NEER,.,g4 U
RECOOR By:_
MILLER AVENUE
FwmLL NEWTS
TUCT 15711-2
STREET IMPROVEMEW PIANS
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STREET IMPROVEMENT PLANS
STD. DWG. 104, A2-8 8030 L.F. 4 � t
70
1 CONSTRUCT P.C.C. 80 CURB W/24* GUTTER PER RANCHO CUCAMONGA
37125 L.F. 145 �.F. 4
NO. 97
CK s1k4a
�2 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG 17 LA�L�450 S.F. SEE
CONSTRUCT P.C.C. DWG. NO. 0
3 ACCESS RAMP PER RANCHO CUCAMONGA STD cow -t;
2 EA. 2244 S.F.
4 CONSTRUCT P,C-C. CROSS GUTTER PER RANCHO CUCAMONGA STD- DWG. NO- 10
3634 L.F.
CONSTRUCT 8' A.C. BERM PER RANCHO CUCAMONGA STD. DWG, NO. 104, 01-& ... ... .
CONSTRUCT 3" A.C. PAVEMENT OVER 4 AGGREGATE BASE AND COMPLY WITH GENERAL 117,352 S F V)
NOTES NOS: 9, 10 AND 18 HEREON. F_
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CONSTRUCT 4' A.C. PAVEMENT OVER 4 " AGGREGATE BASE AND COMPLY WITH GENERAL 44590 S.F. Ul
NOTES, NOS: 9, 10 AND 18 HEREON_ Y WITH GENERAL.
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1. ALL WOW SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT COITION,
INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMKAAR WITH AND 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 OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LAWS 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 FAMIUARIZE HIMSELF WITH THE SITE AND SHALL
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIUTtFS 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 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
BINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE
THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE ftWNW-D 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 TEST OF EMBANKMENT CONSTRUCTION, TRENCH BkCKnU,, COMPACT" ORIGINAL GIRDUNO 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.
0. AT T44C 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 PAYING, A MATERIALS REPORT SHALL 13E SUBMITTED TO THE CITY ENGINEER
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE. SIEVE ANALYSIS AND SAND
EQUIVALENT OF AGGREGATE BASE.
10. pAmNG SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DEIERMNE
STRUCTURAL SECTIONS.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON WIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL- THE SUB-
GRADE SHALL BE PRE-PARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SV8ORN[IE AND ALL VOIDS
OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL
12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRAGE. A SOILS STERILANT REGISTERED BY THE E.P.A. FOR
USE UNDER A.C. AND P.C.C. SHALL 13E UNIFORMLY APPLIED AT THE MANUFACTUREWS RECOMMENDED RATE
FOR 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 SUqMrmw
A BID. ANY ITEM OF WORK REQUIRED By THESE PLANS WHICH IS NOT SPECWICALLY LISTED IN THE ESTIMATE
Of OLIANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER fTEMS OF WORK,
CONSTRUCT 5* A.0 147,715 S.F. ml� I I y -
PAVEMENT OVER 61' AGGREGATE BASE 2, 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG NUM13m
--.07 401-A a 401-B SHALL BE CONSTRUCTED
&- NOTES, NOS: 9, 10 AND 18 10 EA_ uj a AT EACH INTERSECTION.
7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA SID. DWG. NO. 401-A A14D ul "m 6
0 fill - w SIBILITY FOR THE CORRECTION OF
INSTALL R-1 "STOP' SIGN ON POST PER RANCHO CUCAMONGA STD. DING. NO. 401-8- 9 EA. 6-60,01 15� CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONS
4 r, ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, UPON REQUEST THE REQUIRED PLAN REVISIONS
9 EA. y MM SEE TRACT 1571 1-1. SHEET 2 15 P"**,,j SHALL BE PROMPTLY SUBMIMO TO THE CITY ENGINEER FOR APPROVAL
APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS SPEcw1CAT04S, (S.A-E.)-6-.-----.-----.---.--6--. FOR GARCIA DRIVE CONSTRUCTION IN
uw j,04",06 16� WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
r PAID F BY CONTRACT COOR004ATED By THIS AREA. � 5 0� C.11 or ld� REQUEST OF THE INSPECTOR
INSTALL 5800 LUMENS STREET UGH, of zf.C, - I
CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC- FACILITIES- 34 EA,
(I.E. CONDUITS, PULL BOXES, HAND HOLES, ETC.) AS REQUIRED BY
INSTALL 9500 EUMENS STREET EIGHT By s,C.E,, PAID FOR BY CONTRACTOR, COORDINATED 13Y
CONTRACTOR� GENERAL CONTRACTOR SMALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 3 CAL
(I.E. CONDUITS, PULL BOXES. HAND HOLES ETC.) AS REQUIRED BY S_C.E - ------ 516NIN& 4 SITRUM N& CoONSTRL)iCTION NOTE5 4 OUANTITIES
28 EA.
ADJUST MANHOLE TO GRADE-- I EA_ EA. LANE LINE(S) pEp, CITY OF RANCHO CUCAMONGA 3420 L.F.
11 A\ 8
12 ADJUST SEWER CLEAN-OUT TO GRADE sl - INSTALL PAINTED YELLOW TWO-WAY LEFT TURN
13 ADJUST WATER VALVE BOX TO GRADE. 15 EA. STD. NO. 133. 840 L.F.
110,lag S.E. S2 INSTALL PAINTED DOUBLE YELLOW LINE PER CITY Of RANCHO CUCAMONGA. STD. NO. 13-3.
REMOVE EXISTING A.C. PAVEMENT AND/OR A.C. BERM S3 E�_ - INSTALL PAINTED 4" SKIP WHITE LANE LINE PER CITY OF RANCHO CLWAWWGA STD. NO- 13'3. 2985 L.F.
3W I. F. 8�� No
e15 REMOVE EXISTING COBBLE CURB. - ------ - - ---- S4 - INSTALL PAINTED 4' SOLID WHITE LANE UNE PER CITY OF RANCHO CUCAMONGA STD: .133, 5220 L.F.
8 EA. 8- D NO 77P L,F.
16 RELOCATE EXISTING OVERHEAD UTILITY POLE(S)- S5 - INSTALL PAINTED 8" WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA ST 133'
SEE LEGEND 8�� pF CALTRANS
a17 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND HERE-ON. S6 INSTALL PAINTED 12" WHITE CHEVRON SOLID CROSSWALK OR STOP BAR _R r_A S PLAN A24-E- 915 L.F.
_E REMOVE EXISTING TREE/STUMP TO THE SAT'SFAc-nON OF THE SOILS ENGINEER. 42 ± EA S7 (��_ INSTALL PAINTED WHITE LEFT TURN ARROW PER CALTRANS PLAN A24-A. -TYPE TV (L) ARROW. 12 EA,
is - 8��
19
REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING UTILITY UNES, 7 EA./1240 L.F. SEI INSTALL PAINTED WHITE RIGHT TURN ARROW PER CALTRANS PLAN A24-A, TYPE: IV (R) ARROW. 2 Ck
.3 ± EA S10 S_ INSTALL BLUE REFLECTIVE HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD. NO. 134, 3 EA.
20 REMOVE AND RELOCATE EXISTING TRAFFIC SIGN. - . . . ....... .
21 REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER C.C.W.0- WATER PLAN. . ..... N SANDBLAST INTERFERING PORTIONS OF EXISTING LANE STRIPING. L.S,
REMOVE AND RELOCATE EXISTING WATER METER SERVICE PER C.C.W.D. WATER PLAN; 4(** _N/A
I EA_ S12 INSTALL PAINTED WHITE RIGHT LANE DROP ARROW PER CALTRANS PLAN A24-A, TYPE I ARROW. 5 EA.
23 ADJUST EXISTING S.C. GAS C.P. TEST BOX TO GRADE- ... ...... e- No. 401 -A AND 401 -8. 2 EA.
CONSTRUCT t0° COBBLE CURB WITH 24" CUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 105-8 S13 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD.
24 E� Ns I Q EA.
&_ 220 L.F. S14 INSTALL R26(S) -NO STOPPING ANY TIME" SIGN PER CALTRANS SPECIMA710
a- SAWCLff EXISTING PAVEMENT AND JOIN WITH PROPOSED A.C. PAVEMENT 6 EA, S15 INSTALL R208 (WITH 3 TON WEIGHT LIMIT) PER CALTRANS SPECIFICATIONS. I EA,
a26 REMOVE AND RELOCATE EXISTING MAILBOX IN KIND* # *_ -- --. - _- -- - &_ 5 EA.
- 5 EA. S17 INSTALL PAINTED LEGEND AS INDICATED PER CAL7`RAiNS STD. PLAN A24C.
a27 REMOVE AND RELOCATE EXISTING TRAFFIC CONTROL, PULL-BOX. &_ 401-A AND 401-8. 4 E.A.
-=-- $`Is - INSTALL STREET NAME S4GN PER CITY OF RANCHO CUCAMONGA STO- NO,
a- REMOVE EXISTING P-C.C. DRIVE APRON.-*"_ - 125 L.F. 9 PER CALTRANS SPECIFICATIONS, 4 EA,
§19 INSTALL R26(S) -No STOPPING ANY TIME- SIGN
032 - REMOVE EXISTING P.C.C. CURB ONLY. S20 (9y- INSTALL R20B (WITH 3 TON WEIGHT LIMIT) PER CALTRANS SPECIFICATIONS. 47 L.F.
36 CONSTRUCT DRIVE APPROACH PER *DRIVEWAY JOIN DETAIL' SHEET 7, REPLACE IN KIND. 15 FA- 9�_
CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 101; TYPE R-1. ... 94 FA S30 - CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. NO. 104, D,1-8- 60 L.F.
(SEE PLAN FOR WIDTH,) S31 E�_ REMOVE EXISTING A.C, BERM AND A.C. PAVEMENT, 240 L.F.
CONSTRUCT CUREISIOF DRAIN OUTLET PER RANCHO CUCAMONGA STD. DWG. 107--A. ---LXA- 8�� 60Q S.F.
i532 CONSTRUCT 5- A.C. PAVEMENT OVER 6- AB.
-TRANS SPECIFICATIONS. 9 EA. S33 INSTALL G93 "BIKE ROUTE" SIGN PER CALTRANS SPECfFICATIONTS. 4 EA.
INSTALL R26 SIGN ON POST (UNLESS ON STREET LIGHT) PER CAt 2 EA, INSTALL G7 ADVANCE STREET NAME SIGN PER CALTRANS SPECIFICATIONS, 2 EA.
045 -- INSTALL W56 SIGN ON POST WITH TYPE _N_ MARKER PER CALTRANS SPECIFICATIONS.
- 9 PAINT 4" SKIP YELLOW CENTERLINE PER RANCHO CUCAMONGA STD- DWG. NO- 133. L.F. I
50 PAINT it' SOLID YELLOW CENTERLINE PER RANCHO CUCAMONGA STD- DWG- NO- 133, 200 LF. E6 _ INSTALL RI "STOP" SIGN PER CALTRANS SPECiFIGATIONS.
30 4 EA.
53 INSTALL TYPE L OBJECT MARKER PER RANCHO CUCAMONGA STD- DWG- NO. 130. ----
e55 CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD. DWG. 131-A- (SEE 9ARRtCADE --NOTa 1 EA
A � d FLZIj t�05_C_ Z15 L-F
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THE Uxm "m ON TIC Km ff TIE amo M&Y AS m ESWTE OF Im vm
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CHABLIS PLACE
LA. TOUR COURT
MARGAUX PLACE
AmARONE PLACE
BORDEAUX COURT
CLARET COURT
BARBERA DRIVE
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APPROVED BY: j,-P.C.E. 24953
CITY E NG1NEER,.,g4 U
RECOOR By:_
GAL.
FwmLL NEWTS
TUCT 15711-2
STREET IMPROVEMEW PIANS
TITLE SHEET
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STD. DWG. 104, A2-8 8030 L.F. 4 � t
70
1 CONSTRUCT P.C.C. 80 CURB W/24* GUTTER PER RANCHO CUCAMONGA
37125 L.F. 145 �.F. 4
NO. 97
CK s1k4a
�2 CONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG 17 LA�L�450 S.F. SEE
CONSTRUCT P.C.C. DWG. NO. 0
3 ACCESS RAMP PER RANCHO CUCAMONGA STD cow -t;
2 EA. 2244 S.F.
4 CONSTRUCT P,C-C. CROSS GUTTER PER RANCHO CUCAMONGA STD- DWG. NO- 10
3634 L.F.
CONSTRUCT 8' A.C. BERM PER RANCHO CUCAMONGA STD. DWG, NO. 104, 01-& ... ... .
CONSTRUCT 3" A.C. PAVEMENT OVER 4 AGGREGATE BASE AND COMPLY WITH GENERAL 117,352 S F V)
NOTES NOS: 9, 10 AND 18 HEREON. F_
DIE
ea
CONSTRUCT 4' A.C. PAVEMENT OVER 4 " AGGREGATE BASE AND COMPLY WITH GENERAL 44590 S.F. Ul
NOTES, NOS: 9, 10 AND 18 HEREON_ Y WITH GENERAL.
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48
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44 36
40 17
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A-Y
4-,
Nor?& NOT�5
1. ALL WOW SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION -CURRENT COITION,
INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMKAAR WITH AND 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 OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LAWS 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 FAMIUARIZE HIMSELF WITH THE SITE AND SHALL
BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIUTtFS 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 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
BINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE
THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE ftWNW-D 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 TEST OF EMBANKMENT CONSTRUCTION, TRENCH BkCKnU,, COMPACT" ORIGINAL GIRDUNO 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.
0. AT T44C 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 PAYING, A MATERIALS REPORT SHALL 13E SUBMITTED TO THE CITY ENGINEER
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE. SIEVE ANALYSIS AND SAND
EQUIVALENT OF AGGREGATE BASE.
10. pAmNG SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DEIERMNE
STRUCTURAL SECTIONS.
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON WIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL- THE SUB-
GRADE SHALL BE PRE-PARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SV8ORN[IE AND ALL VOIDS
OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL
12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRAGE. A SOILS STERILANT REGISTERED BY THE E.P.A. FOR
USE UNDER A.C. AND P.C.C. SHALL 13E UNIFORMLY APPLIED AT THE MANUFACTUREWS RECOMMENDED RATE
FOR 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 SUqMrmw
A BID. ANY ITEM OF WORK REQUIRED By THESE PLANS WHICH IS NOT SPECWICALLY LISTED IN THE ESTIMATE
Of OLIANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER fTEMS OF WORK,
CONSTRUCT 5* A.0 147,715 S.F. ml� I I y -
PAVEMENT OVER 61' AGGREGATE BASE 2, 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG NUM13m
--.07 401-A a 401-B SHALL BE CONSTRUCTED
&- NOTES, NOS: 9, 10 AND 18 10 EA_ uj a AT EACH INTERSECTION.
7 INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA SID. DWG. NO. 401-A A14D ul "m 6
0 fill - w SIBILITY FOR THE CORRECTION OF
INSTALL R-1 "STOP' SIGN ON POST PER RANCHO CUCAMONGA STD. DING. NO. 401-8- 9 EA. 6-60,01 15� CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONS
4 r, ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, UPON REQUEST THE REQUIRED PLAN REVISIONS
9 EA. y MM SEE TRACT 1571 1-1. SHEET 2 15 P"**,,j SHALL BE PROMPTLY SUBMIMO TO THE CITY ENGINEER FOR APPROVAL
APPLY STOP BAR AND STOP LEGEND PER CAL-TRANS SPEcw1CAT04S, (S.A-E.)-6-.-----.-----.---.--6--. FOR GARCIA DRIVE CONSTRUCTION IN
uw j,04",06 16� WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT
r PAID F BY CONTRACT COOR004ATED By THIS AREA. � 5 0� C.11 or ld� REQUEST OF THE INSPECTOR
INSTALL 5800 LUMENS STREET UGH, of zf.C, - I
CONTRACTOR, GENERAL CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY MISC- FACILITIES- 34 EA,
(I.E. CONDUITS, PULL BOXES, HAND HOLES, ETC.) AS REQUIRED BY
INSTALL 9500 EUMENS STREET EIGHT By s,C.E,, PAID FOR BY CONTRACTOR, COORDINATED 13Y
CONTRACTOR� GENERAL CONTRACTOR SMALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES, 3 CAL
(I.E. CONDUITS, PULL BOXES. HAND HOLES ETC.) AS REQUIRED BY S_C.E - ------ 516NIN& 4 SITRUM N& CoONSTRL)iCTION NOTE5 4 OUANTITIES
28 EA.
ADJUST MANHOLE TO GRADE-- I EA_ EA. LANE LINE(S) pEp, CITY OF RANCHO CUCAMONGA 3420 L.F.
11 A\ 8
12 ADJUST SEWER CLEAN-OUT TO GRADE sl - INSTALL PAINTED YELLOW TWO-WAY LEFT TURN
13 ADJUST WATER VALVE BOX TO GRADE. 15 EA. STD. NO. 133. 840 L.F.
110,lag S.E. S2 INSTALL PAINTED DOUBLE YELLOW LINE PER CITY Of RANCHO CUCAMONGA. STD. NO. 13-3.
REMOVE EXISTING A.C. PAVEMENT AND/OR A.C. BERM S3 E�_ - INSTALL PAINTED 4" SKIP WHITE LANE LINE PER CITY OF RANCHO CLWAWWGA STD. NO- 13'3. 2985 L.F.
3W I. F. 8�� No
e15 REMOVE EXISTING COBBLE CURB. - ------ - - ---- S4 - INSTALL PAINTED 4' SOLID WHITE LANE UNE PER CITY OF RANCHO CUCAMONGA STD: .133, 5220 L.F.
8 EA. 8- D NO 77P L,F.
16 RELOCATE EXISTING OVERHEAD UTILITY POLE(S)- S5 - INSTALL PAINTED 8" WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA ST 133'
SEE LEGEND 8�� pF CALTRANS
a17 INSTALL STREET TREES PER STREET TREE GENERAL NOTES AND LEGEND HERE-ON. S6 INSTALL PAINTED 12" WHITE CHEVRON SOLID CROSSWALK OR STOP BAR _R r_A S PLAN A24-E- 915 L.F.
_E REMOVE EXISTING TREE/STUMP TO THE SAT'SFAc-nON OF THE SOILS ENGINEER. 42 ± EA S7 (��_ INSTALL PAINTED WHITE LEFT TURN ARROW PER CALTRANS PLAN A24-A. -TYPE TV (L) ARROW. 12 EA,
is - 8��
19
REMOVE EXISTING POWER POLE AND UNDERGROUND EXISTING UTILITY UNES, 7 EA./1240 L.F. SEI INSTALL PAINTED WHITE RIGHT TURN ARROW PER CALTRANS PLAN A24-A, TYPE: IV (R) ARROW. 2 Ck
.3 ± EA S10 S_ INSTALL BLUE REFLECTIVE HYDRANT MARKERS PER CITY OF RANCHO CUCAMONGA STD. NO. 134, 3 EA.
20 REMOVE AND RELOCATE EXISTING TRAFFIC SIGN. - . . . ....... .
21 REMOVE AND RELOCATE EXISTING FIRE HYDRANT PER C.C.W.0- WATER PLAN. . ..... N SANDBLAST INTERFERING PORTIONS OF EXISTING LANE STRIPING. L.S,
REMOVE AND RELOCATE EXISTING WATER METER SERVICE PER C.C.W.D. WATER PLAN; 4(** _N/A
I EA_ S12 INSTALL PAINTED WHITE RIGHT LANE DROP ARROW PER CALTRANS PLAN A24-A, TYPE I ARROW. 5 EA.
23 ADJUST EXISTING S.C. GAS C.P. TEST BOX TO GRADE- ... ...... e- No. 401 -A AND 401 -8. 2 EA.
CONSTRUCT t0° COBBLE CURB WITH 24" CUTTER PER RANCHO CUCAMONGA STD. DWG. NO. 105-8 S13 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD.
24 E� Ns I Q EA.
&_ 220 L.F. S14 INSTALL R26(S) -NO STOPPING ANY TIME" SIGN PER CALTRANS SPECIMA710
a- SAWCLff EXISTING PAVEMENT AND JOIN WITH PROPOSED A.C. PAVEMENT 6 EA, S15 INSTALL R208 (WITH 3 TON WEIGHT LIMIT) PER CALTRANS SPECIFICATIONS. I EA,
a26 REMOVE AND RELOCATE EXISTING MAILBOX IN KIND* # *_ -- --. - _- -- - &_ 5 EA.
- 5 EA. S17 INSTALL PAINTED LEGEND AS INDICATED PER CAL7`RAiNS STD. PLAN A24C.
a27 REMOVE AND RELOCATE EXISTING TRAFFIC CONTROL, PULL-BOX. &_ 401-A AND 401-8. 4 E.A.
-=-- $`Is - INSTALL STREET NAME S4GN PER CITY OF RANCHO CUCAMONGA STO- NO,
a- REMOVE EXISTING P-C.C. DRIVE APRON.-*"_ - 125 L.F. 9 PER CALTRANS SPECIFICATIONS, 4 EA,
§19 INSTALL R26(S) -No STOPPING ANY TIME- SIGN
032 - REMOVE EXISTING P.C.C. CURB ONLY. S20 (9y- INSTALL R20B (WITH 3 TON WEIGHT LIMIT) PER CALTRANS SPECIFICATIONS. 47 L.F.
36 CONSTRUCT DRIVE APPROACH PER *DRIVEWAY JOIN DETAIL' SHEET 7, REPLACE IN KIND. 15 FA- 9�_
CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 101; TYPE R-1. ... 94 FA S30 - CONSTRUCT 8" A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. NO. 104, D,1-8- 60 L.F.
(SEE PLAN FOR WIDTH,) S31 E�_ REMOVE EXISTING A.C, BERM AND A.C. PAVEMENT, 240 L.F.
CONSTRUCT CUREISIOF DRAIN OUTLET PER RANCHO CUCAMONGA STD. DWG. 107--A. ---LXA- 8�� 60Q S.F.
i532 CONSTRUCT 5- A.C. PAVEMENT OVER 6- AB.
-TRANS SPECIFICATIONS. 9 EA. S33 INSTALL G93 "BIKE ROUTE" SIGN PER CALTRANS SPECfFICATIONTS. 4 EA.
INSTALL R26 SIGN ON POST (UNLESS ON STREET LIGHT) PER CAt 2 EA, INSTALL G7 ADVANCE STREET NAME SIGN PER CALTRANS SPECIFICATIONS, 2 EA.
045 -- INSTALL W56 SIGN ON POST WITH TYPE _N_ MARKER PER CALTRANS SPECIFICATIONS.
- 9 PAINT 4" SKIP YELLOW CENTERLINE PER RANCHO CUCAMONGA STD- DWG. NO- 133. L.F. I
50 PAINT it' SOLID YELLOW CENTERLINE PER RANCHO CUCAMONGA STD- DWG- NO- 133, 200 LF. E6 _ INSTALL RI "STOP" SIGN PER CALTRANS SPECiFIGATIONS.
30 4 EA.
53 INSTALL TYPE L OBJECT MARKER PER RANCHO CUCAMONGA STD- DWG- NO. 130. ----
e55 CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD. DWG. 131-A- (SEE 9ARRtCADE --NOTa 1 EA
A � d FLZIj t�05_C_ Z15 L-F
L3\�9_ 6ct,,s-rp_ucT F>.c.c. LxmTeV Acc655 CU1213 ?6Z C-M( 6F �AWC146 C (Arro
THE Uxm "m ON TIC Km ff TIE amo M&Y AS m ESWTE OF Im vm
WOW MR Iyj W4W, THE WWW IS HERE-4pr NWU 10 PWOE A 30 OW Of W 00
DEMWWM (if oummes " A curm Joe.
001 ETIWANOA AVENUE
CHABLIS PLACE
LA. TOUR COURT
MARGAUX PLACE
AmARONE PLACE
BORDEAUX COURT
CLARET COURT
BARBERA DRIVE
-wim.*w
7(7) (S*QT14 -ODE)
I
ZE.
R
2, dC
3. ALL P"'
10
4. S= ES
SHALL
EUCALYPTUS CAMALDULENSfS
RED GUM
BRACHYCH17ON ACERIFOLIUS/
BOTTLE TREE
PISTAM CHINESIS/
CHINESE PISTACHE
FZ�9�_
TO CITY
19 30' O.C.
EA I I CAL.
86
25' O.C.
15
EA,
crff 1* "mew I'mww
CAL.
62
30' O.C.
15
APPROVED BY: j,-P.C.E. 24953
CITY E NG1NEER,.,g4 U
RECOOR By:_
GAL.
FwmLL NEWTS
TUCT 15711-2
STREET IMPROVEMEW PIANS
TITLE SHEET
Im 94M
I OF 10
VrOw
CAL,
& SPECIFICATIONS A&
NOTE:
REFER TO I
L.M.D. PLANS,
A DWG. I&Pjlt4693�L
/ LANDS G
IfTtWANDA AVENUE.
x,- rl L I --
-5 , i IN65LMY MONUWNTA-nON:
I HERE-BY CERTIFY THAT I RM MDWED ALL SURVEY MONUMENTS OF ft
By THIS PROJECT. ALL SAO MONUMENTS WHICH cumwmy mrsT IN THE FffKAN TSMK9TW=0""T194ES?WftVANWW"
ARE DESCRIBED AS FOLLOWS:
FD. I' I.P. STAMPED L.S. 4132 0.07'E
0.10•M, No REFERENCE.
ED. P.K. Wk & WASHER STAMPED L.S.
3186 PER R-S- 98/10-11 O.WE_
LEGEND
DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCAMN(S) Few ftvt!!:pK*4z&+-"
PRIOR To OBTAINING A CONSTRUCT" PERMIT FOR THE PROACT, A COPY OF THE CORNER RECORD
FILED BY A QUALWIED R.C.E_ OR LS_ WITH THE COUNTY SUPWM FOR EACH W*AMtXT SHOWING THE
REFERENCES TO BE USED TO RESET THAT MONUMENT AFTER COMPLETION OF T14E PROJECT SMALL BE
PROVIDED To THE CITY.
PRIOR To OBTAINING A CERTIFICATE OF COMPLETION FOR THE PRWECT. A COPY OF THE CORNER
RECORD FILED BY A QUALIFIED R.C.E. OR LS. ym THE COUNTY SURVEYOR FOR THE RESETTING OF THE
EXISTING MONUMENTS AND THE RELATED PERMANENT WffWM MONUMENTS AFTER COMPLETION OF THE
PROJECT SHALL BE PROVIDED TO THE CTTY.
, 71,
4F
A r1
t.
v
DERBISHI
GUERRA &
ASSOCIATES
CIVIL ENGINUAS
No
833t (MCA AVENUE SUnT 10
&WHO rUCA. CA. 917'30
(90) W?743ft
DAV R;VZSz241I/SIXI
"wou 0 110-ft"Arp -'r, - CONSTRUCTION.
P441,0to Aag 104AA, M &A - j('110 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO
THE START OF CONSTRUCTION.
18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES
AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING GRADING
HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED
To THE SATISFACTION OF THE CITY ENGINEER.
19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 445 HOURS PRIOR TO EXCAVATION.
20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET
PURSUANT TO BUSNESS AND Pe QM3=N5 DFI SECTIONS 8700 TO 68O5 (LAND SURVEYOR'S ACT).
EXISTING OVERHEAD UTILITIES SHALL BE UNDER GROUNDED ALONG
01WANDA AVENUE PER CONDITIONS OF APPROVAL
RESOLUTION No. 96-5D, CITY OF RANCHO CUCAMONGA.
(3AWICAM WS:
BARRICADES AT FUTURE PHASE STREET CONNECTION MAY BE
REQUIRED AT THE DIRECTION OF CITY INSPECTOR
"IfTICI& NOTE to CONWM5:
PROPERTY OWNERS SHALL RE NOTIFIED AND APPROPRIATE
PERMISSION OBTAINED FOR REMOVING AND/OR RELOCATING
EXISTING IMPROVEMENTS LOCATED WITHIN PUBLIC R/W OR
PRIVATE PROPERTY PRIOR TO CONSTRUCTION.
EXISTING FACUTIES (INCLUDING. BUT NOT LIMITED TO IRRIGATION
LINES. SPRINKLERS 40 RELATED ITEMS) WITHIN STREET R/W
REMOVED OR DAMAGED DURING CONSTRUCTION, SHALL BE
REMOVED ANO/OR RELOCATED ONTO PRIVATE PROPERTY TO
THE SATISFACTION OF THE PROPERTY OWNER.
** N0M MCAWN6 **
Avt2moNi& coN5TRuc-noN
THE CONSTRUCTION OF GARCIA DRIVE, DOLCETTO PLACE,
A14D VIA VENTFO DRIVE (INCLUDING, BUT NOT LIMITED TO,
SEWER, WATER, GAS, STOW DRAIN AND STREET IMPROVEMENTS
IN TmEiR ENTIRETY) PER TRACT 15711 -1 STREET IMPROVEMENT
PLANS, DWG. W. 1693. SHALL BE CONSTRLPMO AS A PART
OF THIS DmLOpME%T PER CITY OF RANCHO CUCAMONGA
CONDITIONS OF APPROVAL RESOLUTION NO. 96-50.
I
DESCRIPTION: CHISELED " 0 ' ON TOP OF CURB. FRONT
Of FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25
MILES NORTH OF FOOTHILL BLVD.. NEXT TO P.P.OT27858
F-LEvATiow 1224.&W
.Toff MEE
1-000
2-4133
roo woRkw, DAYS BEFORE You m
*CAUMN'; Reff"wilbW that W* USA C110041if
noWkvs only those WIM1011 bff�
,.UW iftW�
the WNW. t#W* 401AW off .0
pripeoilitt at tm waric eft. Ths 00aw ww
iollf,fr,f, you of whotiP, &AW " fmtKy.
CONTXi Ot?",
...................
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APPROVED BY: j,-P.C.E. 24953
CITY E NG1NEER,.,g4 U
RECOOR By:_
it
FwmLL NEWTS
TUCT 15711-2
STREET IMPROVEMEW PIANS
TITLE SHEET
Im 94M
I OF 10
VrOw
AAGmA1tCDJA"Ar-V'Ec.-
30"r 0
viadIA k ASSOC
PROJECT %sm
DESCRIPTION OF REVISION
BY / Down
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ORAWHG NM
Dum
EWWMn
em"
APMMM
.11,59gr 44"
SEE, SHEET 2 OF 10 VOP '
StD&ALK GdJYt�(1G71d61
47
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48 a 4A 50 5i 52 53
Wil
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45 i L
h,•
4-- ---- -- CONSTRUCT P.C.G- 8" CURB W/24" GUTTER PER RANCHO CUCAMONGA STD. DWG. 104, A= -8.
L p---» CONSTRUCT P.G.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. 103.
�3 --- --'- -- CONSTRUCT P.C.C. HANDICAP RAMP PER RANCHO CUCAMONGA STD. DWG. 102.
-- CONSTRUCT ,V " A.C. PAVEMENT OVER 4 " AGGREGATE RASE AND COMPLY WITH
GENERAL NOTES NOS. S. 10, AND 18, SEE SHEET I
7�- ---- -- INSTALL STREET NAME SIGN PER RANCHO CUCAMONGA STD. DWG, 401 -A AND 401 -8.
INSTALL R -I "STOP" SIGN ON POST PER RANCHO CUCAMONGA STD. DWG. 401 -8.
S T--- -- -APPLY STOP BAR AND STOP LEGEND PER CALTRANS SPECIFICATIONS-
INSTALL
�✓ 10 BY CONTRACTORR GE GENERAL CONTRACTOR $HALLABE REOUIREDOTORINSTALL ANYRMISC.
FACILITIES Ilk. CONDUITS, PULLBOXES. HANDHOLES, ETC.) AS BE BY S.C.E.
N ADJUST MANHOLE TO GRADE.
r-c} ---- ADJUST SEWER iL€AN -OUT TO GRADE,
13. ADJUST WATER VALVE BOX TO GRADE.
--fY— INSTALL STREET TREE PER STREET TR££ GENERAL NOTES AND LEGEND, SEE SHEET I.
`-' 8T1a. OW8 10t .C, DRIVE AYl FOR StOEWALX M CITY Of RANCHO CUCAU10/16A
CONSTRUCT WOOD BARRICADE PER RANCHO CUCAMONGA STD. DWG NO 131 -A
NSAO' S so -00,
I
43!h 42
I.A TOUR
5"CH A -A Mm"" I:"
Imo!' rm xOw
t 41 40
COURT
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CLARET COURT
as 11
SE£ SWT a 4F to I
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CLARET COURT
SU SPIMT 4 OF 10
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it
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DERBISH, C�
GUERRA & d
ASSOCIATES A
CIVIL Bfflcly .'X.4
8:337 7f'f1CA AVENVs' SOTS t50
ma= RANI HO CUCA GA 917 ,1U
eR�eeslRRw+
CITY OF RANCHO CUCAP30NIGA RENC1,4 AAX NO. l es:
JL=SCRIrPTION: GHlSt_ED «0" L714 fiat;' OF CURB, F°ROT4T
OF FIRE HYDRANT. EAST SIDE Of ETI WA,NDA AVE- "J 2
MILES NORTH OF FOOTHILL BLVD- NEXT TO P.P, #T2?856 0 20 40
ELEVATION: 1224.855 SCALE 1' -40' DAN7
ICTZ `. MApRGwA
37
39 . 39
f /) -' _
n
mk
n 27
p
SEE %iEET to dF 10
CLARET
COURT
3 � � 1t,
I ARSERA Y
DRIVE
SEE. sweet 4 ,OF 10
�� C.t�►�a't�tG -Tt�'N �C'1}�'�'.�..� f
F�r�r.�ts" �u57n,r� Pf+
6H car! 5�-r iGt `' G c f ra um f
ba /�tsrett T-yr '':v-S' "C1 ) Lc� 3/ VONA, —*' 5
C U
�J� �"�� 1✓gi
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t 6T "Y OF IZA» ✓i* v "" 2CATriGt;CaF ST27. t GT _
<'C ti L.�/"'> I69 fYCZei1 CLi'cfi '`L✓`^'s ✓L /i I,r
'" /L:/e' /1'i / /V� - -i /`%lj'�G,Y L ,X _ +�'L / li�^1L _ `• '' - a c Yc 1
DESCRIPTION OF REVISION
94
A iSC.'J.1
1
R
\ t
t r
OF
APPROVED BY _
CITY ENGINEER`-
jt.C.E. 24963 R6COUTAEw, BY:
FOOTHILL Vmws
ti7;1
TRACT 157112
ATE � DATE LA TOUR COURT i MAR"U K PLAC
EN CITY PLAN AND PROFILE
S of
11#94
....r,)A:A.
ORADIUS
DELTA - - -�
[ ENGTH J
T ANCENT
24
27.00'
BCf00 ro
42.41'
27.00'
30
112.00'
1500'00"
29.3 -T
14.75'
31
100.00'
i5 °00'0q,
28 -t$'
13.17'
32
38.00'
21 VOO'00'
139.28'
33
50.00'
210'00'W
183.26'
jt.C.E. 24963 R6COUTAEw, BY:
FOOTHILL Vmws
ti7;1
TRACT 157112
ATE � DATE LA TOUR COURT i MAR"U K PLAC
EN CITY PLAN AND PROFILE
S of
11#94