HomeMy WebLinkAbout1778 GENERAL NOTES: SHEET INDEX:
1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard 1 COVER SHEET
Specifications for Public Works Construction — current edition, including its annual supplements of amendments. 2 PLAN AND PROFILE
Contractor shall be familiar 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 IMPORTANT NOTICE:
or not shown on these plans within the right—of—way limits or in adjacent areas where improvement work is to be done SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT
shall be the removed, replaced, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. ESTIMATE OF QUANTITIES: IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL
3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for (FOR BONDING PURPOSES ONLY, ACTUAL QUANTITIES MAY VARY) BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE
0 ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG.
any damage to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown QUANTITY DESCRIPTION ITEM NO.
on these plans. 1370 0 S.F. TYPE "C" DRIVEWAY PER STD. PLAN 101 1 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS:
110 S.F. 4 P.C.C. SIDEWALK PER CITY STANDARDS 2
SINGLE RAMP RETURN PER CITY STD. PLAN 102 3 S.F.4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering Department prior to any 863 " THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE
66 L.F. TYPE "A2-8 CURB do GUTTER PER CITY STD. 104 4
encroachment or construction within an Cit of Rancho Cucamonga easement or right—of—way. PLANS ARE OBTAINED BY A SEARCH F AVAILABLE Y Y 9 9 Y 2 EACH 16,000 LUMEN HPSV STREET LIGHT BY SCE, PAID FOR do COORD. BY DEVELOPER 5 C 0 L BLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
1 EACH CONNECTION TO EX. CATCH BASIN 12"ABOVE CB FLOOR PER CITY STD. PLAN 328 6 THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS
5. All grade stakes shall be set by the Contractor or Engineer. Paving stakes shall be set at all hinge points, edge of 205 L.F. UNDERGROUND OVERHEAD UTILITY LINES BY OTHERS 7 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY
Pavement points within 0.01 foot of sub—grade elevation and at not more than 50 foot intervals. Additional Paving stakes
L.S. PROTECT IN PLACE 8 OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.may be required by City Engineer as needed at warped or vertical curve areas. 6 EACH R26(S) STREET SIGN 91 EACH R10 RT STREET SIGN 10 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE
1 EACH R1(30") STREET SIGN 11 PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE
6. All sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 1 EACH R17 STREET SIGN 12 TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL
1 EACH REMOVE EX. PULL BOX do ADJUST LOOP SERVICE TO NEW PULL BOX 13 COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT
7. Compaction tests of embankment construction, trench backfill, compacting original ground and all sub—grodes shall be 10 EACH STREET TREES 14 OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION
performed at no cost to the City of Rancho Cucamonga. A written report with these compoction tests shall be submitted 2095 S.F. CURVILEANER SIDEWALK 5 FEET WIDE PER CITY STD. PLAN 114 15 SAFETY ORDERS."
to the City Engineer for approval prior to the placement of base materials and/or surfacing. 16 L.F. 12" R.C.P. STORM DRAIN PIPE IN CITY R W 16
1 EACH ADJUST MANHOLE TO GRADE 17 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND
— PULL BOX BY OTHERS 18 SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"
8. At the completion of paving, a materials report shall be submitted to the City Engineer. Listing all tests Or — CONDUIT BY OTHERS 19 OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF
determinations completed to verify stability oil content and gradation of asphalt paving. 2 EACH NO. 5 PULL BOX 20 INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS.'
70 L.F. 2" DIA. GALANIZED STEEL CONDUIT 21
9. Prior to installation of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or 1 EACH TRAFFIC LOOPS 22 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
determinations completed to verify. R— Value, sieve analysis and sand equivalent of aggregate base. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR
10. Paving shall be performed in accordance with R—Value and Pavement tests taken to determine structural sections. SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY
AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON
11. When improvements are to be placed on native soil which consists of a rocky material, the sub—grade shall be prepared THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER
by removing all rocks which protrude above the sub—grade and all voids or depressions shall be filled with o fine grade OR THE ENGINEER.
material of a quality better than the native material. STREET TREE TABLE UNAUTHORIZED CHANGES AND USES:
12. If the asphalt concrete is to be placed on sub—grade, a soils sterilont registered by the E.P.A. for use under A.C. and STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR,
P.C.C. shall be uniformly applied at the manufacturers recommended rate for the full pavement width prior to paving. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
HAVEN AVE. BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make MAGNOLIA MAGNOLIA 60' O.C. 15 GAL. 4
his own determination of construction quantities before submitting a bid. Any item of work required by these plans which is GRANDIFLORA HYBRID Y CLARIFICATION)(DESIGN � THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD
"MAJESTIC BEAUTY' CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION
not specifically listed in the estimate of quantities shall be considered as included in the other items of work. AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
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
I ALTA LOMA DR. A CRAPE MYRTLE 20' O.C. GAL. 6
DISABLED ACCESS NOTES:construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer foraPProval. INDICA "CATHWBA" PURPLE OR 24"
THIS� N T
S SHEE WERE DESIGNED AT OR BELOW MAXIMUMS
16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be Box 1. ALL SLOPES SHOWN 0 ALLOWED BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN
cleaned upon request of the inspector. ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS CONTRACTORS
RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT
17. Contact all Utility Companies as required, 48 hours prior to excavation. THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF
THAT IS DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHALL CEASE AND THE
ENGINEER NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED.
2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK
RELATING TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT
ALLOW FOR CONSTRUCTION TOLERANCE, ANY CONSTRUCTION THAT EXCEEDS
MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G.
ARE SUBJECT TO REJECTION BY THE CITY AND MAY BE REQUIRED TO BE REMOVED
AND REPLACED.
HILLSIDE ROAD
CONSTRUCTION NOTES FOR STREET TREES:
1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS.
Z 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE
FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY
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UJ z Q SITE REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.
UJ 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION.
a UJ 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
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HIGHLAND AVE. 30 FRWY UNDER CONSTRUCTION EXISTING SURVEY M O N U M E N TA TI O N :
I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED
19TH STREET BY THIS PROJECT AND THAT THERE ARE NO SUCH MONUMENTS AFFECTED BY THIS PROJECT.
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Q DAVID R. GRAY, P.L.S. NO. 5N39 BASELINE ROAD * W. 5239 *
Exp. 6/30/03
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VICINITY MAP t LEGEND:
NOT TO SCALE
SCE SOUTHERN CALIFORNIA EDISON
AC ASPHALT
TG TOP OF GRATE DESCRIPTION OF REVISION DATE CITY
GV GAS VALVE O QROfESSpH� APPROVED
TS TRAFFIC SIGNAL
SLSTREET LIGHT y z CITY OF RANCHO CUCAMONGA
PUBLIC UTILITIES: PB PULL BOX
WM WATER METER � No. 37438 �
WV WATER VALVE * Exp. 6/30%4 * TITLE SHEET
SEWER CUCAMONGA CO. WATER DIST. RUSSEL SILVA BW BACK OF WALK
10440 ASHFORD STREET (909) 987-2591 FF FINISHED FLOOR
RANCHO CUCAMONGA A 1730 F FINISHED SURFACE
C 9 S �'
WATER CUCAMONGA CO. WATER DIST. RUSSEL SILVA FG FINISHED GRADE OF CA� HAVEN AVENUE & ALTA LOMA DRIVE
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10440 ASHFORD STREET (909) 987-2591 GB GRADE BREAK FROM 272' W/O HAVEN AVENUE TO 362' N/0 ALTA LOMA DRVE
RANCHO CUCAMONGA, CA 91730 TC TOP OF CURB
POWER SOUTHERN CALIFORNIA EDISON DAVID QUEZADA FL CURB FA CITY FILE' CUP 39-49
7951 REDWOOD AVENUE (909) 357-6240 CF CURB FACE
FONTANA, CA 92336 EG EDGE GUTTER
GAS THE GAS COMPANY JESUS GARCIA SCREEN/GARDEN WALL APPROVED BY:
13525 12TH STREET (909) 613-1522 m RETAINING WALL Underground Service Alert r DATE
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CHINO, CA 91710 (x) EXISTING ORE CITY ENGINEER R.C.E. 0. 3 89
PHONE VERIZON WIRELESS JERRY FAUBEL i:)-N -0 EXISTING STREET LIGHT Y�
1400 E. PHILLIPS BLVD. (909) 469-6347 #—� PROPOSED STREET LIGHT C' Calk TOLL �� DESIGN PREPARED BY: RECOMMENDED
POMONA, CA 91766 v� 1 D.G. DA VV R GRA Yo M.
LIGHT DELINEATION SHOWN HEREON INDICATES EXISTING � o
FLOOD ZONE X - AREA OF MINIMAL FLOOD HAZARD BOLD DELINEATION SHOWN HEREON INDICATES PROPOSED CONST. �
2510-G LAS POSAS ROAD PMB 455
MAP N0. 06071C-7890F (3-18-96) �����
1-WO-227-26M DRAWN CAMARILLO. CA 93010 SHEET
D.P. 805-987-3945 805-987-1655 FAX 1 CHECKED ofL
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TWO WORKING DAYS BEFORE YOU DIG D.T. R.C.E. NO. 37438 DRAWING N0.
DATE IV FILE NO. 9904 1-1778
2d 93♦O.C
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ASSOCIA77ON PROPERTY SHALL BE MAJNTAINED AT ALL TIMES CONSTRUCTION NOTES: VARIES VARIES VA IES VARIES
DURING CONSTRUCTION.
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\ 9 I PROVSJONS FOR ACCESS SHALL INCLUDE TEMPORARY PAVING, w w E -_______T -- ,T ----------------------- -- r ___
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-- --- STRIPING, SIGNING, AND, IF NECESSARY, A LEFT TURN LANE (2>-CONSTRUCT TYPE C DRIVEWAY APPROACH PER CITY STD. PLAN 101 - 1
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? 1 ONTO ALTA LOMA DRIVE 2 �, CONSTRUCT 4"P.C.C. SIDEWALK PER CITY STANDARDS 1 L_____s i
1 I 7 @-CONSTRUCT SINGLE RAMP RETURN PER CITY STD. PLAN 102 EXISTING IMPROVEMENTS
1 'ag I 4o- CONSTRUCT CURB & GUTTER TYPE A2-8 PER CITY STD PLAN 104
10' (5)-INSTALL 16,000 LUMEN HPSV STREET LIGHT BY S.C.E. F_
k12 3 \ r ��-CONSTRUCT CONNECTION TO EX. CATCH BASIN PER CIN STD. PLAN 328
1 E 1 (� �6 �' 47__= (2>-UNDERGROUND OVERHEAD UTILITY LINES BY OTHERS
6 a—PROTECT IN PLACE TYPICAL CROSS SECTION
3plN 11.3 INSTALL R26(S) STREET SIGN & POST PER CITY PLAN NO. 401-B, IF NECESSARY HAVEN A VE N U E
4� �INSTALL R10(PT) STREET SIGN
12* �\ (B-INSTALL R 1 30 STREET SIGN
( NOT TO SCALE
Of I i? INSTALL R17 STREET SIGN
E C Ws 1 I I t _= I REMOVE EX. PULL BOX do ADJUST LOOP SERVICE TO NEW PULL BOX
+24 44 14 INSTALL STREET TREES PER NOTES & LEGEND ON SHEET 1
�, 12 I 1 CONSTRUCT 5'WIDE CURVILINEAR SIDEWALK PER CITY STD. PLAN 114
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1 1.�1 12 22 16�—CONSTRUCT 12" R.C.P. STORM DRAIN PIPE /N CITY R/W
I 1 1a-ADJUST MANHOLE TO GRADE
12 ISTIN� 9 I 1 -TRAFFIC SIGNAL PULL BOX CONSTRUCTED BY OTHERS
TRAFFIC SIGNAL CONDUIT CONSTRUCTED BY OTHERS
CONSTRUCT NO. 5 PULL BOX
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@-RECONSTRUCT EX. TRAFFIC LOOPS
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EXISTING IMP OVEMENTS
ON-SITE IMPROVEMENTS (PRIVATE) NOT A PART OF
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CAN OO L CAL
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BY OTHERS Q +{ �j 'o Vt Q(tOFESSpN CITY
^ A - o _ - _- -_-_- --- -- -- p DESCRIPTION OF REVISION DATE
Noo'18'16'E _ _ coo _ _ ������.CF�q�y Fyc APPROVED
HAVEN AVENUE ��
STA 10+00.00 I ti � v - _- - �; y
ALTA LOMA DR� i �. C/L OF IMPROVEMENTS t 1 J 3 � -n No. 37438 CITY OF RANCHO CU CAM ON GA
-- - * Exp. 6/30/04
N - --- -- -- 3 10' - --- --- -- — srq clvk� ��s PLAN AND PROFILE
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- CITY FILE: CUP 99-49
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Underground Service Alert R c E N ss
� U�g APPROVED BY:
AFORE y� CITY ENGINEER 3g
PREPARED BY:
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RECOMMENDED
Can: TOLL FREE
o.G. DA VD R GRAY, IVC.
/�� c� 2510-G LAS POSAS ROAD PMB 455
1-SW-227-2600 DRAWN CAMARILLO, CA 93010 SHEET
D.P.
805-987-3945 805-987-1655 FAX
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OF
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TWO WORKING DAYS BEFORE YOU DIG CHECKED D T DRAWING N0..C.E. NO. 37438 1778
DATE FILE NO. 9904