HomeMy WebLinkAbout1907 BASIS OF BEARINGS: BENCHMARK
BRASS DISK AT N.W. CORNER OF VINYARD AVE.
THE BEARINGS SHOWN HEREON ARE BASED ON THE AND FOOTHILL BLVD., 32 FT. WEST OF VINEYARD,
TERRAZA DEL SOL CENTERLINE OF FOOTHILL BOULEVARD, BEING N89047'07"W 77 FT. NORTH OF FOOTHILL, ON NORTH END
GENERA NOTES AS SHOWN ON A RECORD OF SURVEY RECORDED IN OF CURB RETURN. -
BOOK 92, PAGE 58, O.R. SECS BM 00825
1. ALL WORK SMALL BE DONE N ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO
CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION- ELEVATION: 1231.9270 (1970)
CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL VINEYARD AVENUE
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 PLANS
IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE THE 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 BASELINE AVENUE
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
OR RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL a
BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE REDHILL COUNTRY CLUB a
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 T d ( -- �, <;> s
SHALL BE CONSTRUCTED PRIOR TO PAVING _ '---
i
FOOTHILL BOULEVARD
7-
7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL EXISTING -._ T - l } `= IXIS • ,
GROUND AND ALL SUS-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO t x ___,-- __ i __ - 7.,--i r. TIC xrrt, W
CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE RESIDENCE- --__ < r__-__W -,_ r n, `r • xX; >• PROJECT a
_ -- �- _ r Q FUTURE C MM CIA SITE x a
CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ( Q > Rr ,
SITE
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. _ _ -__T __=— — — — — -- — — — — — — — — — — —— —
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND i < — �� �' -T -:' ' ;• - ? -" ____�_ x
--_ _
GRADATION OF ASPHALT PAVING. n.
-- �
• •
9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 1 _ i O ,. i ::rv. ;' ' r • ``- T. . : - - ;
ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE - f,.- .- _ . -- -__ - _ _ - -- __ f VICINITY( MAP
ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE - i' - - N.1 S.
10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO - - - --�-- - - - - _ _ _ _
- - - ,
DETERMINE STRUCTURAL SECTIONS. -- - -- -- — - E = -- -- - - --- - -
IN
11. WHEN IMPROVEMENTS ARE TO 8E PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, - _ - _-_-�. _ —_
THE SUBEY
GRADE SHALL BE PREPARED Y REMOVING A K WH H PROTRUDE A THE Y
EP 0 B LL Rocs tC RO RUDE BOVE Esus
GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA
QUALITY BETTER THAN THE NATIVE MATERIAL
12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY
THE E.PA FOR USE UNDER A.C.RECO MENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR ORMLY TO PAVING. INDEX
AT THE MANUFACTURER'S INDEX MAP NOTE:
13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
SCALE: 1'=60' PROTECT ALL EXISTING STRIPING N PLACE
DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUALITIES
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 N
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 LE END
CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE CONSTRUCTION NOTES: QUANT.
REQUIRED PLAN REMSIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL EXISTING SURVEY MONUMENTATION EXISTING A.C. PAVING TO BE REMOVED
U1 CONSTRUCT A2-$ CURS AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 609 LF.
16. WORK SITE AND EXTERIOR STREETS SHALL SE IN A NEAT, CLEAN, HAZARD FEE, ORDERLY STATE, CONSTRUCT A.C. PAVEMENT
THROUGHOUT CONSTRUCTION SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF g��LA N 0 SO2 CONSTRUCT BUS BAY - DIGHT TURN LANE PER RANCHO CUCAMONGA STD. PLAN 119 1 EA
17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. RECORD(S)
DCURRENTLY EXTHAT IST 8N THE FIELD ARE SHOWN OND BY THIS CT. ALL SAID THESE PLANS MONUMENTS v���PRK I�q9� F� O3 CONSTRUCT SIDEWALK PER RANCHO CUGAMONGA STD. PLAN 103 3,960 S.F.
1;3 JC�Z•-� -E-�
5820 O4 CONSTRUCT DRIVEWAY PER CITY STD. PLAN 101, TYPE "C', W=58', R=20' 1435 S.F.
DATED
MARK WARE - LS. NO. 5820 Exp,4At=om O SAWCUT EXISTING A.C. TO A CLEAN, STRAIGHT UNE 661 LF.
PRIOR TO OBTAINING A CONSTRUCTION PERMIT FOR THE PROJECT, A COPY OF THE �'�l �`� CONSTRUCTION NOTES FOR STREET TREES: O6 CONSTRUCT 5' A.C. OVER 6' AGGREGATE BASE 1,985 S.F.
CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY FOF CA0OQ 7 INSTALL 9500 LUMEN STREET LIGHT/WITH 8' MAST ARM 4 EA
SURVEYOR FOR EACH MONUMENT SHOWING G THE REFERENCES TO BE USED TO 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
RESET THE MONUMENT AFTER COMPLETION OF THE PROJECT SHALL BE PROVIDED �8 TO BE REMOVED 4 EA
TO THE CITY. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
PRIOR TO OBTAINING A CERTIFICATE OF COMPLETION FOR THE PROJECT, A COPY OF FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES U9 PROTECT IN PLACE 3 E4
THE CORNER RECORD FILED BY A QUALIFIED R.C.E. OR L.S. WITH THE COUNTY MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR
SURVEYOR FOR THE RESETTING OF THE EXISTING MONUMENTS ANO THE RELATED 3. ALL. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 10 CONSTRUCT 6' A.C. BERM 10 LF.
PERMANENT WITNESS MONUMENTS AFTER COMPLETION OF THE PROJECT SHALL BE 11 STREET TREES SHALL 8E INSTALLED PER NOTES AND LEGEND ON SHEET 1
UTILITY NOTIFICATION: PROVIDED TO THE CITY. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENTS PLANS ONLY.
12 INSTALL "RIGHT LANE MUST TURN RIGHT' SIGN (R18-1) AND POST PER CITY STDS. 2 EA
GENERA! TELEPHONE COMCAST MIN. GROW 13 INSTALL STOP SIGN (R1) PER CITY STDS. 1 EA
585 NORTH MOUNTAIN AVENUE 1205 DUPONT ST. SYMBOL STREET NAME BOTANICAL NAME COMMON NAME SPACE SPACING SIZE QTY Q
UPLAND, CALIFORNIA 91786 ONTARIO, CA 91762 * VINEYARD AVE. RHUS LANCEA AFRICAN SUMAC 5' 20' O.C. 15 GAL 23 E4. 14 PAINT STOP LEGEND AND LIMIT UNE PER CITY STDS. I EA
1-800-483-3000 909) 983-9895 15 PAINT 8- SOLID WHITE UNE PER CITY STDS. 210 LF.
PORTION OF RED HILL)
SOUTHERN CALIFORNIA GAS COMPANY
216 N. EUCLID AVENUE CHARTER COMMUNICATIONS 16 PAINT TYPE N (R) ARROW PER CITY STDS. 2 EA
ONTARIO, CA 91762 6680 VIEW PARK COURT
1-800-427-2200 RES. RIVERSIDE, CA. 92503 17 INSTALL "NO STOPPING ANY TIME- SIGN (R26S) PER CITY STDS. 4 EA
1-800-427-2000 COMM. CONSTRUCTION DEPT.
Q/0 STUART KING
CUCAMONGA COUNTY WATER DISTRICT ( 09) 343-5165
9641 SAN BERNARDINO ROAD
RANCHO NGA, CA 91730 OWNER/DEVELOPER:
(909) 987-25917-2591
LP
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: so"1M48 I�YORBA"STR�N, SUITE 2205
TUSTIN, CA 92780
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES (714) 505-7090
SHOWN ON THESE PLANS WERE OBTAINED BY A 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 AUGNMENT AN010R GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER DESCRIPTION OF REVISION DATEcmr
LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. UNDERGROUND STRUCTURES
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CITY OF RCUCAMONGA,
CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND LOCATION AND EX T. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND WITH iMPROVEMEN PURSUANT THEKETO, AGREES TO ASSUME LIABIUTY AND TO HOLD STREET IMPROV i ENT PIAN
NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR WIDENING
AND ALL UABILJTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF NOT INDICATED ON THE PUBUC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE
OF THE DESIGN PROFESSIONAL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN,
ANO ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT INE CONSTRUCTION SIZE VINEYARD AVENUE
UNAUTHORIZED CHANGES AND USES: IT SHALL BE THE CONTRACTORS RESPONS1131UTY TO NOTIFY THE OWNERS OF THE aw",e-ami "A/egao-3-91110
UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK. APPROVED BY: -
A Q THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE Qof ESS I pN CITY ENGINEER `'lel RCE: 24953
FORPLANS MUST UNAUTHORIZED
WRITING AND MUST BE APPROVED BS TO OR USES OF THESE Y THE PREPARER OANS. ALL F THESE PLANS. ��wTO THE9�D�U J• qY 9ql�2 DESIGN Prepared By. RECOMMENDED
ALLARD ENGINEERING
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PROJECT SHEET N0. OF DwC
BENCHMARK
'o BRASS DISK AT N.W. CORNER OF VINYARD AVE
AND FOOTHILL BLVD., 32 FT. WEST OF VINEYARD,
31.42' 77 FT. NORTH OF FOOTHILL, ON NORTH END
PROPOSED TOP OF CURB LOC o OF CURS RETURN.
31.4 ' !6 1-t 4 g N � SBCS SN 00825
L0. m ♦ PROPOSED P OF CURB 1231.9270 1970
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VINEYARD AVENUE
9 CONSTRUCTION NOTES. DESCRIPTION OF REVISION DATE COY
Q �
53' �1 CONSTRUCT A2-8 CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 CITY OF RANCHO CUCAMONCA
32' �2 CONSTRUCT SUS BAY - RIGHT TURN LANE PER RANCHO CUCAMONGA STD. PLAN 119
30'
O CONSTRUCT SIDEWALK PER RANCHO CUCAMONGA STD. PLAN 103 STREET IMPROVEMENT PLAN
5 27, O4 CONSTRUCT DRIVEWAY PER CITY STD. PLAN 101, TYPE "C, W=58', R=20' WIDENING
3 O SAWCUT EXISTING A.C. TO A CLEAN, STRAIGHT UNE
ARIES) r � r-ri UG CONSTRUCT 5' A.C. OVER 6' AGGREGATE BASE VINEYARD AVENUE
U7 INSTALL 9500 LUMEN STREET UGHT/WITH 8' MAST ARM APPROVED BY: ��n DATE:
A MATCH EXISTING CROSS-SLOPE pF ESS I CITY ENGINEER v� �iQ/ RCE: 24953
O 1 's O8 TO BE REMOVED QR Otiq
O9 PROTECT IN PLACE ����pNO J. q� �l F2 DESIGNp BY: RECOMMENDE
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DIAL TWO WORKING LOOKING NORTH 11 STREET TREES SHALL BE INSTALLED PER THE NOTES AND LEGEND ON SHEET 1 8253 Sierra Avenue
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BRASS DISK AT N.W. CORNER OF AWARD AVE
AND FOOTHILL BLVD., 32 FT. WEST OF VINEYARD,
77 FT. NORTH OF FOOTHILL, ON NORTH END
OF CURB RETURN.
SBCS BM 00825
Q ELEVATION: 1231.9270 (1970)
I 53' 54'
32' 11' 32'
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MATCH EXISTING CROS )PE MATCH EXISTING CROSS—SLOPE
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