HomeMy WebLinkAbout1863 STREET IMPROVEMENT GENERAL NOTES
TRACT 16257 TRACT 1634 '
BASELINE ROAD
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 FAMILIAR WITH AND SHALL BE RESPONSIBLE
FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. UJI
Q PROJECT SITE ��P�
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE ��� w
HYDRANTS, ETC. SHOWN OR NOT 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 ETIWANDA AVEI t Ea
IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
MILLER AVENUE
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. STREET IMPROVEMENT PLAN
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING of
DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA
w
EASEMENT OR RIGHT OF WAY. w N.T.S.
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 SUBGRADE ELEVATION AND AT NOT MORE �Q = 0
THAN 50.00FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY 8E REQUIRED BY CITY ENGINEER AS NEEDED AT CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES : �� Q
WARPED OR
6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE STREET TREE SCHEDULE FOOTHILL (RT 66) BOULEVARD
CONSTRUCTED PRIOR TO PAVING. 1a- CONSTRUCT COBBLE CURB do GUTTER PER CITY Of RANCHO CUCAMONGA STD. PLAN 105-8, MODIFIED WITH VARIABLE HEIGHT CURB 1740 L.F.
8" MIN., 10" SEE PLAN FOR HEIGHTS. MIN.
FACE
7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL ( MAX.). GROW
SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT CONSTRUCT P.C.C. 3/4" CURB LIP AND 24" GUTTER PORTION OF DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. 23 L.F. SYMBOL STREET NAME BOTANICAL / COMMON NAME QTY. SPACING SIZE SPACE
WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE o
PLACEMENT OF BASE MATERIALS AND OR SURFACING. PLAN 101, TYPE R-1. z AVENUE EUCALYPTUS CAMALDULENSIS / RED GUM 25 30' O.C. 5 8' Q
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL
3a- CONSTRUCT VARIABLE HEIGHT A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE D1-VARIABLE. 65 L.F. GALLON
TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. CONSTRUCT "BUS BAY" PER CITY OF RANCHO CUCAMONGA STD. PLAN 119, MODIFIED TO USE COBBLE CURB (REFER TO CITY OF 1 EA.
ARROW ROUTE
9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER
RANCHO CUCAMONGA STD. PLAN 105-B) WITH VARIABLE HEIGHT CURB FACE (8" MIN., 10" MAX.). SEE PLAN FOR HEIGHTS.
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT (� CONSTRUCT "BUS BAY - RIGHT TURN LANE" PER CITY OF RANCHO CUCAMONGA STD. PLAN 119, MODIFIED TO USE COBBLE CURB 2 EA.
OF AGGREGATE BASE. v
(REFER TO CITY OF RANCHO CUCAMONGA STD. PLAN 105-B) WITH VARIABLE HEIGHT CURB FACE (8" MIN., 10" MAX.). SEE PLAN STREET TREE INSTALLATION NOTES :
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE FOR HEIGHTS. �������� ,(���
NOT TO SCALE
STRUCTURAL SECTIONS. - ----
0__ CONSTRUCT P.C.C. DRIVE APPROACH do SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C. SEE PLAN FOR WIDTH. 3 EA.
1. ALL STREET TREES SHALL BE PLANTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STANDARD PLANS. 1��
11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- 7 CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103. 8700 S.F.
GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS a- 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITY/FERTILITY SOILS REPORT SHALL
OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. CONSTRUCT 4" THICK ASPHALT CONCRET SIDEWALK. 2350 S.F. BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE
BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR.
12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. "
FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE CONSTRUCT 6 THICK ASPHALT CONCRETE DRIVE APPROACH do SIDEWALK OVER COMPACTED NATIVE MATERIAL. REFER TO DETAIL, 160 S.F. 3, ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE CITY ENGINEERING DIVISION PRIOR EXISTING SURVEY MONUMENTATION:
FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. SHEET 3 OF 4. TO AND AFTER STREET TREE INSTALLATION.
INSTALL STREET TREE PER STREET TREE INSTALLATION NOTES AND SCHEDULE, SHEET 1 OF 4. 25 EA. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. I HERE-BY CERTIFY THAT i HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED
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 BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND
BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF 11 CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE. ASPHALT CONSTRUCT SHALL COMPLY WITH GENERAL NOTES 9, 10 AND 17,000 S.F. ARE DESCRIBED AS FOLLOWS.
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 18, SHEET 1 OF 4.
14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD DWG. NUMBERS 401-A do 401-B SHALL BE
12 CONSTRUCT 0.12' MIN. A.C. OVERLAY. 5850 S.F. MO _ D_ ESCRI_P_'I'I.O___N_ S:
CONSTRUCTED AT EACH INTERSECTION. 13 COLD PLANE EXISTING A.C. PAVEMENT (0.12' MIN. THICKNESS). 3200 S.F. NONE FOUND
15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF 14 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND A.C. BERM. 3400 S.F. LEGEND:
ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1 S REMOVE EXISTING P.C.C. CURB. 220 L.F. PROJECT BENCHMARK: - 4 DENOTES MONUMENT NODE, SEE PLAN(S) FOR LOCATION(S)
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: �r
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 16 INSTALL 9500 LUMENS STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED BY CONTRACTOR). CONTRACTOR 8 EA.
CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (INCLUDING CONDUIT, HANDHOLES, PULL BOXES, ETC.) DESCRIPTION: CHISELED "❑ " ON TOP OF CURB, FRONT
17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR AS REQUIRED BY S.C.E. OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25
TO THE START OF CONSTRUCTION. MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B
17 ADJUST WATER VALVE CAN AND COVER TO GRADE. 6 EA. ELEVATION: 1224.855
18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL 18 EXISTING F.H. AND/OR WATER METER TO BE REMOVE OR RELOCATED PER PROJECT PUBLIC SEWER & WATER 8 EA.
UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS, IMPROVEMENT PLAN.
INCLUDING GRADING, HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS PLAN LEGEND
ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 19 ADJUST WATER METER AND BOX TO GRADE. 2 EA. - -
19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. T.C. TOP OF CURB AT FACE
20 REMOVE EXISTING BRICK AND MORTAR PIPE CLOSURE. 1 EA. ( )
20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED ANDT.B. TOP OF A.C. BERM (AT FACE)
RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE , SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). 21 INSTALL 24" DIA. R.C.P. STORM DRAIN, 1500-D. 7.62 L.F.
C.F. CURB FACE
21. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 22 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. PLAN 300; W=28', V=5.00'. 1 EA. F.L. FLOWLINE
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 23 CONSTRUCT LOCAL DEPRESSION CASE "A" PER CITY OF RANCHO CUCAMONGA STD. PLAN 307. 1 / 186 EA./S.F. LIP LIP OF GUTTER
MR. BOB STALLINGS 24 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. L.S. A.C. ASPHALT CONCRETE
FOR BASELINE ROAD CONSTRUCTION
B. GENERAL TELEPHONE 1-800-483-3000F.S. FINISH SURFACE (HARDSCAPE)
THE ABOVE QUANTITIES ARE NOTED ON THIS PLAN BY THE ENGINEER SOLELY AS AN ESTIMATE
OF THE WORK REQUIRED FOR THE PROJECT. THE CONTRACTOR IS HERE-BY NOTIFIED TO PROVIDE F.G. FINISH GRADE (SOFTSCAPE)
C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. A BID BASED ON HIS OWN DETERMINATION OF QUANTITIES AND A COMPLETE JOB. 3 3
GR. BRK. GRADE BREAK
216 N. EUCLID AVENUE 1-800-427-2000 COMM.
ONTARIO, CA. 91762
50.00' 50.00' B.C.R. BEGIN CURB RETURN
3 W E.C.R. END CURB RETURN
D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 10.00' 40.00'
9641 SAN BERNARDINO ROAD 3 1 i I B.C. BEGIN CURVE
(909) 483-7440 ENGR. DEPT. 3
RANCHO CUCAMONGA, CA. 91730 40.00 50.00' I 1 E.C. END CURVE
r 1
E. METROPOLITAN WATER DISTRICT (MWD) (909) 593-7474J J 7.00' 11.Do' 32.00' 32.00' 18.00' P.R.C. POINT OF REVERSE CURVE
700 N. MORENO AVENUE 3 j w
�-8.00' 32.00' 32.00' 18.0
LA VERNE, CA. 91750 'x:
1 3 P.C.C. POINT OF COMPOUND CURVE
F. ADELPHIA COMMUNICATIONS 909) 481-1115 1.50' 50' 0.50' 1� JI 22 R 00' /
W RIGHT-OF-WAY
1205 DUPONT ST. PORTION OF REDHILL) 1' MIN. PROP. F.G. ~ Ix w ~ ~
ONTARIO, CA. 91762
22.00'- � C.L. CENTERLINE
(3 m40
G. CHARTER COMMUNICATIONS 909 987-6275 1 7 w 2'
10808 FOOTHILL BLVD. #120 M9� 880-0222 _ 1 ~ ~ 2.00 ~ - 0� 4 CENTERLINE
I 11
�
RANCHO CUCAMONGA, CA. 91730 - - - 8WATER VALVE 1 EXIST. F.G. - 14 -,(2% O FIRE HYDRANT
I
11 1 2.pOX 0% �- (1.70x) (1.70X) -
®
2.0% \ 14 1 -(2.0X) ';•war:: s: <a=
-�
OX =(1.70X) (1.70X) I r
I I W❑ WATER METER
UNDERGROUND SERVICE ALERT:
I Qs SEWER MANHOLE
0--3� STREET LIGHT
CALL TOLL FREE
PROPOSED ASPHALT CONCRETE PAVING
1 -800-227-2600 ETIWANDA AVENUE - TYPICAL SECTION ETIWANDA AVENUE - TYPICAL SECTION
REMOVE EXISTING
TWO WORKING DAYS BEFORE YOU DIG
AT NOT - A - PART NO SCALE AT BUS BAY - RIGHT TURN LANE NO SCALE ® COLD PLANE
"CAUTION": Remember that the USA Center STA. 9+50. 12 to STA. 11+00. 12
notifies only those utilities belonging to Q PROPOSED STREET TREE
the center. There could be other utilities STA. 16+98.38 to STA. 18+57.38
present at the work site. The center will
inform you of who(m) they will notify.
NOTICE TO CONTRACTOR: 50.00' 50.00' 3 50.00' 50.00' \
r 00'00' 40. r �
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN 10. 10.00' 40.00'
ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 3 1 W J
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW 18.00'- 32.00' 32.00' 18.00'
LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE I I 1--8.00' 10.00' 32.00' 32.00' 18.00'
PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. 5.00' 3 DESCRIPTION OF REVISION DATE cit
VARIES: 22.00' MIN. 3 APPROVED
THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM 0.50' 30.00' MAX. '
v m ci VARIES: 22.00 MIN. 11.00 7.00
AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 1 0.50' �? J CITY 0 RANCHO C
L� m 30.00 MAX.
PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING IX Ian
UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, EXIST. F.G. 2 I W 6
WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, 1 EXIST. F.G. 2'
INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO I0v - _ 11 14 1 =(2.0X) 4% _ _ 5 11 STREET IMPROVEMENT PLANS
STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S PROP. F.G. =(1.70X) (1.70X}_� --- - = _ 14 I (2r
ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE i i i 1 - 2.00X OX --(1.70X) �I ETIWANDA AVENUE
FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. (20%) �,
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS 7 I 'Ys "''^ ' --I
SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND 7
al-
THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE -�- TRACT 16257 & TRACT 16347
'OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE
STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS in
FROM 595 t N/0 FOOTHILL BLVD. t0 MILLER AVE.
I$- ay
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS - APPROVED BY: - DATE
COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF QRpFEssipN
LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ��o�\�� E. c�F��F CITY ENGINEER R.C.E. NO. 24953
- DESIGN REC MMENDED
ORDERS". ETIWANDA AVENUE TYPICAL SECTION
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB --- -- - - - - - -- -- -- -- ---- ----- - _- - - _ - ETIWANDA AVENUE - TYPICAL SECTION 3��`�° 9 m DGA �' Dan 6t4e- ra �i.3-/0 L
STA. 5+95.03 to STA. 6+55.12 NO SCALE �'
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL R.C.E. 224 DRAWN SHEET
- - _- _ _ & ,associates
PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NO SCALE
NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER ,STA. 11+60. 12 to STA. 16+23.38 AT BUS BAY \sr CIVIL �� DGA 1 OF 4
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF STA. 19+17.38 to STA. 20+79.96 STA. 7+45. 12 to STA. 8+15. 12 _F OF CAL ° CHECKED 10271-8 TRADEMARK RN DRAWING No.
THE OWNER OR ENGINEER. � - RAMCFIO CUCAMONGA CALIFOfTfVIA 91730
AUFBAU PH(909)967-4306 FAX(909)941-1528 1663
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CONSTRUCTION NOTES
to CONSTRUCT COBBLE CURB do GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 105-B, MODIFIED WITH VARIABLE HEIGHT CURB 16 INSTALL 9500 LUMENS STREET LIGHT BY S.C.E. (PAID FOR AND COORDINATED BY CONTRACTOR). CONTRACTOR
FACE (8" MIN., 10" MAX.). SEE PLAN FOR HEIGHTS. SHALL BE REQUIRED TO INSTALL ANY MISC. FACILITIES (INCLUDING CONDUIT, HANDHOLES, PULL BOXES, ETC.)
AS REQUIRED BY S.C.E. CURB CURVE DATA:
CONSTRUCT VARIABLE HEIGHT A.C. BERM PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE D1-VARIABLE.
17 ADJUST WATER VALVE CAN AND COVER TO GRADE. CI'PY
4� CONSTRUCT "BUS BAY" PER CITY OF RANCHO CUCAMONGA STD. PLAN 119, MODIFIED TO USE COBBLE CURB (REFER TO CITY OF D�R=84.57' DESCRIPTION OF REVISION DATE APPROVED
RANCHO CUCAMONGA STD. PLAN 105-B) WITH VARIABLE HEIGHT CURB FACE (8" MIN., 10" MAX.). SEE PLAN FOR HEIGHTS. 18 EXISTING F.H. AND/OR WATER METER TO BE REMOVE OR RELOCATED PER PROJECT PUBLIC SEWER do WATER X20'46'39"
IMPROVEMENT PLAN. L=30.67' CITY
OF RANCHO CUCAMONGA
5 CONSTRUCT "BUS BAY - RIGHT TURN LANE" PER CITY OF RANCHO CUCAMONGA STD. PLAN 119, MODIFIED TO USE COBBLE CURB T=15.50'
(REFER TO CITY OF RANCHO CUCAMONGA STD. PLAN 105-B) WITH VARIABLE HEIGHT CURB FACE (8" MIN., 10" MAX.). SEE PLAN
FOR HEIGHTS.
CONSTRUCT P.C.C. DRIVE APPROACH do SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C. SEE PLAN FOR WIDTH. STREET IMPROVEMENT PLANS
CONSTRUCT P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103. ETIWANDA AVENUE
CONSTRUCT 4" THICK ASPHALT CONCRET SIDEWALK.
TRACT 16257 & TRACT 16347
10 INSTALL STREET TREE PER STREET TREE INSTALLATION NOTES AND SCHEDULE, SHEET 1 OF 4.
FROM STA. 17+00 to MILLER AVE.
11 CONSTRUCT 5" A.C. PAVEMENT OVER 6" AGGREGATE BASE. ASPHALT CONSTRUCT SHALL COMPLY WITH GENERAL NOTES 9, 10 AND ►yrllr�
,a, SHEET 1 of a. APPROVED BY: DATE
'ROFESS/� .-
12 COLD PLANE EXISTING A.C. PAVEMENT (0.12' MIN. THICKNESS). F0 P E. Nil CITY ENGINEER ��� -����` � ' c R.C.E. N0. 24953
13 CONSTRUCT 0.12' MIN. A.C. PAVEMENT OVERLAY. PROJECT BENCHMARK: ��Qa\� n UF�9`�Z DESIGN RECOMMENDED
- ---- �~ P ti fn DGA �. fan Werra j0.�
CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165:
14 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND A.C. BERM. I w / m: / / i
DESCRIPTION: CHISELED "❑ ON TOP OF CURB, FRONT R.C.E. 29 24 Q�
15 REMOVE EXISTING P.C.C. CURB. OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 DRAWN � CSC ,associates SHEET
MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B
s� ✓(L D GA 3 OF 4
ELEVATION: 1224.855 F pF Cn� ..% CHECKED 10271-B TRADEMARK STREET DRAWING No.
--- RANCHO CUCAMONGA CALIFORNIA 91730
AUFBAU PH(909)987-4.906 FAX(909)941-1528 /863