HomeMy WebLinkAbout1687 BENCH MARK NO. 148—B
AT THE N.E.C. HIGHLAND do ETI WANDA
AVES., 66' N. (i HIGHLAND AVE., 24' E.
STREET IMPROVEMENT PLANS OF q ETIWANDA AVE. AT THE N.W.C.
OF 4'x8' DROP-IN-BOX FOR DRAIN.
iTRA (614120
CULVERT, SET STD. BRASS DISK.
0
2 1 U m
General Notes ELEV. 1432.612
In the City of Rancho Cucamonga , State of California
V ( � 1. ALL WORK SHALL RE 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 RESDONSIBLE 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
LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED,
WILSON 24TH ST. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
Qr i 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
PROJECT DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN
V ; LOCATION\ ON THESE PLANS.
U
Q Cl) I SUMMIT AVE. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT
PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
S RIGHT-OF-WAY.
Q 3. ✓OQ Q I Q 5. ALL GRADE STAKES SHALL BE SE
0 T 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
O i HIGHLAND AVE. AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY
J -� THE CITY ENGINEER AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER, WATER, ELECTRIC, GAS PHONE OR OTHER UTILITY LATERALS MAINS OR CROSSINGS
-�_ Q SHALL BE CONSTRUCTED PRIOR TO PAVING. '
SUMMrr Z o
AVENUE o 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
1 AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
W w
WRITTEN REPORT WITH THESEMPA
COMPACTION TESTS SHA MITT I ENGINEER,LL BE SUBMITTED TO CITY E GI EER FOR
SILVER SADDLE z
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND OR SURFACING.
g
8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER,
Q Io �' 1 LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND
DRIVE2 k i
VICTORIA ST. 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
_ _`�I(7LN71 T Y AI A f' OF AGGREGATE BASE.
CO 10. PAVING SHALL BE PERFORMED 1N ACCORDANCE WITH R-VALVE AND PAVEMENT TESTS TAKEN TO DETERMINE
12 STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL).
11. WHEN IMPQOVFMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL,
J THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE
Q �. ., Construction_Notes and Quantities AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY
5I1EXT 2, BETTER THAN THE NATIVE MATERIAL.
` �..� 1 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE 63,946 SF
2 CONSTRUCT 8" CURB WITH 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104 3,535 LF 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB–GRADE, A SOILS STERILANT REGISTERED BY
W 13 If 1 14 THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
3 CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 103 12,686 SF RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING,
4 CONSTRUCT HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102 5 EA
r I 5 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. DWG. NO. 101–A 3,4)76 SF 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER.
6 CONSTRUCT 6' WIDE CROSS–GUTTER PER CITY STD. DWG. NO. 106–A 730 SF THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING
7 INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED BY DEVELOPER 12 EA A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
i � I 8 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401–A 4 EA OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
I �� 9 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 401–B 3 EA 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401–A AND 401–B SHALL BE
LOST TRAIL 1 PAINT STOP AND STOP BAR 3 EA CONSTRUCTED AT EACH INTERSECTION.
1 ADJUST WATER VALVE TO GRADE 8 EA 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
1 ADJUST SEWER MANHOLE TO GRADE 5 EA CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
1 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STANDARD 107A 52 LF REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
i REMOVE PCC CURB & GUTTER 90 LF
16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE
1 CONSTRUCT BARRICADE PER CITY STANDARD DWG. NO. 131-A 1 EA THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
1 CONSTRUCT TEMPORARY END OF PAVEMENT PER CITY STD. DWG. NO. 132 1 EA
1 REMOVE BARRICADE 1 EA 17. CONTACT UNDERGROUND SERVICE ALERT 1-800-227-2600 AND THE FOLLOWING UTILITIES AS REQUIRED,
48 HOURS PRIOR TO EXCAVATION.
Construction Notes for Street Trees
I
1. ALL STREET TREES ARE TO BE PLANTED 1N ACCORDANCE WITH Tree Legend
CITY STANDARD PLANS.� RUSTIC OAK CT.
i LANS L'
�.9 ( 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY
SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, KOELREUTERIA PANICULATA GOLDEN RAIN TREE 30', O.C. 15 GAL 7 EA
Q ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE R W R W SADDLEHORN DR
r BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY PLATNUS ACERIFLORA LONDON PLANE TREE 30, 0.C. 15 GAL 33 EA
6 INSPECTOR. ,
i GREENWOOD PL KOELREUTERIA PANICULATA GOLDEN RAIN TREE 30 0.C. 15 GAL 32 EA
i 12 18 18 12 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE
_
C/06 -8'--8'—4' 4' 6 BY THE ENGINEERING DIVISION. OAKRIDGE CT CINAMMOMUM CAMPHORA CAMPHOR TREE 30' 0.C. 15 GAL 34 EA
� I -
0.34' 0.20 0.34' 4• STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT
e
29 .PEyis'/O•u BY.
i � --- LEVEL LINE ----2� PLANS ONLY.
DR Q��, o'0�'�l
Note: , V , 3 2 3
Existing Survey Mon umentation ws #�Q, Ilk 0 � �N 4" <2
T.I. = 5.0 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OFFUSCOE e, Wmah X505
THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS VAQUERO CT. I R=64 1 2 RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS W p Al
AND ELECTRICAL) ON THE PROJECT SIDE OF HIGHLAND - �
WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND jg� �'#- NO. 044568 m
AVENUE SHALL BE UNDERGROUNDED FROM THE FIRST POLE Q Typical Street _Section ARE DESCRIBED AS FOLLOWS: ENGUNFERING FXX 04� 474-3511 * Exp. 03/31/02
OFF SITE EAST OF THE EAST PROPERTY LINE TO THE FIRST ��! I NO SCALE NONE �I' CN11, Q
POLE OFFSITE EAST OF THE WEST PROPERTY LINE PRIOR O �\
PUBLIC IMPROVEMENT ACCEPTANCE OF OCCUPANCY. I _ a �� i J�� � /11 0
DATED �.S l _ �! F C
,/O OL/!i/E� p,47E fit,
DOUGLA� N. CROUSE R.C.E. 23798 JI'CE4�36d,EJP3�3/�OZ
EXPIRES 12-31-01
>'
i L tilit Contacts
Private Engineers Notice to Contractor .�' a
� Q REVISED DRI�lE\NAY . STREET TREE tDCATior5 �,L/.d►
CONTACT THE FOLLOWING AS REQUIRED 2 WORKING DAYS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON DESCRIPTION OF REVISION DATE CITY
THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE PRIOR TO EXCAVATION: APPROVE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED
METHODS P909-469-6327
�, TO TAKE DUE PRECAUTIONARY ME ODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR GENERAL TELEPHONE COMPANY
STRUCTURES NOT SHOWN ON THESE PLANS. 1400 E. PHILLIPS BOULEVARD CITY OF RANCHO CUCAMONGA
HICiLAND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL POMONA, CA 91766
Ln Q STREET IMPROVEMENT PLANS F 0 R
CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE SOUTHERN' CALIFORNIA EDISON 909-357-6581
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL 7951 REDWOOD AVENUE
SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION FONTANA, CA 92336
SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS
AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE SOUTHERN CALIFORNIA GAS CO. 800-427-2200 TRACT NO. 141202
3
INDEX MU.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". 1050 OVERLAND COURT
—_- __ CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAN DIMAS, CA 91773
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS QRpcESSlpNq APPROVED BY. ) , k DATE
CONDITIONS
11 s 200 AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 ��° MARK F CITY ENGINEER `�` 1_ C�('!(_ � R.C.E. MO. 24953
9641 SAN BERNARDINO ROAD
U, WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE 0`� )�r�f
Underground Service Alert ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, RANCHO CUCAMONGA, CA. 91730 W C /�''E3 s DESIGN RECORI-kDED
Crouse Beers & Associates, Inc,
e�FORE rc� EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. No 39405 T.D.M.
��� MARKS CABLEVISION 909-880-0231 * Exp. 12-31-01 * — nginee ing Survey ng • ner Avenue.
• Construction ction Monagement
.. �, Cali: TOLL FREE 1700 Homner Avenue, Suitt 104
4240 N. HALLMARK PARKWAY DRAWN Norco, Coii(ornio 91760 SHEET
� 1-800 SAN BERNARDINO, CA. 92407 sl civ1� �P (909) 736-2040 Fox (909) 736-5292 Yi
V4�"� 227-2600 �lF OF CAL�FT.D.M. A 1 OF 4
o T oF�e�>rf eery �� R.C.E. 39405
CHECKED m• �' ""' DRAWING NO.
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R.M.B. , 9
Expires 12-31-01 L Q7
TWO WORKING DAYS BEFORE YOU DIG - o�Ee - —(---- -/—
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PROFILE SCALE CONSTRUCTION NOTES
Cr 1a--CONST. 3-A.G. PAVEMENT OVER4-A-6.
VERT: 1 in 4 ft
`3EER 0 eE 4. (D-CON-ST. $- CURS W/`24" &UTTF-IT PER Crr-f 3TC7• No. toA
HORZ : 1 In = 40 ft
� �" �--GON4T 4' WINE SIbEWALK PEK GIT'f 51''b, tJO. 103
CONST HANt7ICAr
15, 16' 12 ' _ " �COt�ST• Y/KIVEWA`( APPK�H MK CIT-r SM NO. 101-A
4 4' Ga--CONST' G'W I t7E G ROSS,-GU'TT E R MIK G 1 T`( ST12 NO. /0(.4
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INSTALL PRIVATE 1 INSTALL 5l KEET AIAMe 9tGN rem c17Y ST17. No. 401-A,40t-0
►- T 12 U DRAIN PER CvRF-ENWGUD PL, 4 INSTALL- STot- StreN PER GIT'>' 5T0 OWG_ M7 401-6
0 GRADING PLAN E.
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cy + 4 h� 4 + T�!9��r� ,°�v 5 ^N T 1 , t - C ONSTCURBSI DE DRAT N PER CITY ST D 107A
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d 3 CITY
+ 3 5 3 15 `'� ''�of 6,.. w DESCRIPTION OF REVISION DATE APPROVED
5 1 j �
5 45 �' CITY OF RANCHO CUCAMONGA
GURU GuKVE DATA o
ND. �eL?A RAt71U9 LEN(eTH o �� STREET IMPROVEMENT PLAN FOR
q 10.2010-71, 318.C2� �. Q J 16 1
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so 3p, Q�1,�EssoN COUNTRY WOOD PLACE.
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P 12°30 2� 268.00 58. 50 '� to ow'` Qc�O C O ��` w% %I bralTRACT NO. 14120-x.
IQ 97 02 12 58. 0 O 98 .2 3 �8' ;. , ' ok E' pc) �� / C
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H 73 4 2 1 a 4 5• 0 57-89 iso9 Rao .� vv A ' ,1 6 CITY ENGINEERS ' 249 -
USCOE
L 73'42.18 27.00 34.73 �}- r� vT�� _ o.. I 14110 - 2 NO. 044568 �, Mone 1549) 474-I9� RCE N0. 53
89 13 32 27. 0 42 -05 r 1� - - - Exp. 03/31/02 ENGINEERING FIY 9 474-5311 DESIGN RE DED
lo' oo' oo" 114. 00 ► � ,�o _ _ y_ ,10 ` WILY LINL 7R.NO. 14120- 3 * T.D.M.
CROUSE/BEERS i ASSOCIATES, ItIC.
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PROJECT SHEET NO. OF - _
BENCH MARK NO. 148-B
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