HomeMy WebLinkAbout2073 STREET IMPROVEMENTS PLAN FOR
PARCEL MAP
NO . t6574
GENERAL NOTES FOR STREET IMPROVEMENTS CURB CORE DETAIL
210 FREEWAY
I . All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard Specifications 19TH STREET
for Public Works Construction - current edition, including its annual supplements and amendments. Contractor shall be familiar with and a
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shall be responsible for adherence to these Standards and Specifications. I BASE LINE RD. Q
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2. All pipelines or substructures of any kind, telephone or power poles, water meters,valves, fire hydrants, etc. shown or not shown I Public Right-Of-Way n-
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 in place as required at no cost to the CAN of Rancho Cucamonga. I 1 W j
z 1 ¢ ¢ IRONWOOD ST.
3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for any damage -,I Install "T" Same Size A5 Drain with Loose or Grate
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to existing facilities resulting directly or indirectly from his operations, whether or not such facilities are shown on these plans. 1 PROP05ED 51DEWAL aJ � 0 c Y o
4. A permit shall be obtained from the City of Rancho Cucamonga Public Works, Engineering Department prior to any encroachment or I ; ----
--_-_ _-____ � �'`a • .. U 11.1
construction within any CAN of Rancho Cucamonga easement or right-of-way. Q PROJECT SITE
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 sub-grade elevation and at not more than 50 foot intervals. Additional paving stakes may be required •'
• 1 ,
CHURCH ST
by City Engineer as needed at warped or vertical curve areas. `� .a; Pipe End I" Min. In From Back of Curb (_(4 ) PROPOSED 4" PVC UN12ER5IDEWALK DRAINAGE PIPE
6. All sewer, water, electric,gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. EXISTING CURB 4 GUTTER 1/6" Per Foot Min. 51ope F❑❑THILL BLVD.
1. Compaction tests of embankment construction, trench backfill, compacting original ground 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 VICINITY M A P
for approval prior to the placement of base materials and/or surfacing.
NOT TO SCALE
8. At the 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. NORTH 5OUTH
R/W R/W
q. 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 of aggregate base. GON5TRUGTION NOTE5 FOR 5TREET TREE5
30.-
10.
0'10. Paving shall be performed in accordance with R-Value and Pavement tests taken to determine structural sections. —12' 2' I. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH THE CITY STANDARD PLANS.
7s' EXIST CURB, EXIST. A.C. PVMT, s,
L.S. GUTTER & SIDEWALK EXIST CURB & GUTTER---\ 4 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC SOILS
II. When Improvements are to be placed on native soil which consists of a rocky material, the subgrode shall be prepared by __- _ �
- - _
removingall rocks which protrude above the sub--grade and all voids or depressions shall be filled with a fine grade material SHALL E FURNISHED O HE CITY INSPECTOR. ANY UNUSUAL TOXICITIES
P '91" Pr 9r OR NUTRIENT DEFICIENCIES MAY REG2UIRE BACKFILL AMENDMENTS, A5 DETERMINED
of a quality better than the native material P _ — __- __ j PROP. SIDEWALK BY THE CITY INSPECTOR.
` '
12. If the p g halt concrete is to be laced on "ode, a soils sterilont registered bg the E.P.A. for use under A.G. and P.G.G. IRONWOOD STREET 3. ALL STREET TREES ARE 5UBJEGT TO IN5PEGTION AND ACCEPTANCE BY THE shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. TYPICAL SECTION A-A ENGINEERING DN/1510N.
NOT TO SCALE
13. Estimate of quantities is provided by the Engineer only for the convenience of the developer,the contractor shall make his own 4. 5TREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY.
determination of construction quantities 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 in the other items of work. EA5T WE5TMIN GROW
R/W R/W
STREET NAME BOTANICAL NAME COMMON NAME SPACE 5PAGINC SIZE QTY.
14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed at each intersection. 60,
TEAK WAY RHOS LANGEA AFRICAN SUMAC S' 20' O.G. ISG 5
15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered � PISTAGIA CHINESE ,
during construction. Upon request the required plan revisions shall be promptly submitted to the GiN Engineer for approval. ---�2' is' 8'— i2' IRONWOOD STREET GHINEN IA PISTAGHE S 30 O.G. 15 G 6
EXIST CURB, EXIST. STREET PVMT.� EXIST CURB & GUTTER ---7s'-- --4'--�--os'
16. Work site and exterior streets shall be kept clean,hazard free, orderly state, throughout construction. Site shall be I S_- _ _. GUTTER & SIDEWALK _ -_ _ L.S. . _ i
- -
cleaned upon request of the inspector. ; - ---
LJ - - - - - .
11. Contact all Utility Companies as required, 46 hours prior to excavation. TEAK WAY PROP. SIDEWALK
ALL OVERHEAD UTILITIES SHALL
TYPICAL SECTION B-B NOTE * BE RELOCATED UNDERGROUND
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWINGN❑T T❑ SCALE PAID AND COORDINATED BY THE
A. San Gabriel Valley Municipal Water District (818) 01611-1111 DEVELOPER.
Mr. Bob 5tollings
for Base Line Road Construction
B. Verizon I-500-483-3000
G. Southern California bas Company 1-500-421-2200 Residential OWNER:
216 N. Euclid Avenue 1-500-421-2000 Commercial
Ontario, GA q1162 PRIVATE ENGINEER' S NOTES TO CONTRACTOR MARTINEZ PROPERTIE5, L.L.C.
D. Oxanongo Valley Water District (01011) 0157-25011 THE EXISTENCE AND LOCATION OF ANY UNDER61ROUND UTILITY PIPE5,CONDUIT5 OR STRUCTURES 5HOWN ON THESE PLANS ARE
10440 Ashford Street OBTAINED BY A SEARCH OF THE AVAILABLE REGORD5. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXI5TIN6 UTILITIES APPRE55: 5232 PADUA AYE.,
Rancho Cucamonga, GA 011130 EXCEPT A5 SHOWN ON THESE PLAN5. THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT CLAREMONT, CA o11111
E. Metropolitan Water District (01001) 5413-7414 THE UTILITY LINES SHOWN ON THESE DRAWIN65. THE CONTRACTOR FURTHER A55UME5 ALL LIABILITY AND RESPONSIBILITY FOR
100 N. Moreno Avenue THE UTILITY PIPES, CONDUIT5 OR 5TRUGTURE5 5HOWN OR NOT 5HOWN ON THESE DRAWIN65. PHONE: (101) C164 1515
La Verne, GA 11150 CONTRACTOR AOREE5 THAT HE SHALL A55UME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
F. Pacific Telephone Company 1-500-248-2500 COURSE OF THE 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 SHALL DEFEND,
6. Adelphia I-800-6264201q INDEMNIFY AND HOLD THE CITY, THE OINNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
(Portion of Red Hill) IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLI6ENGE OF THE OWNER OR THE ENGINEER.
H. Charter Communication (01001) 01814215
6650 View Park Court
Riverside, GA 112503 CITY OF RANCHO CUCAMONGA
STREET IMPROVEMENTS
IRONWOOD STREET, BETWEEN BERKSHIRE AVENUE AND TEAK WAY
TEAK WAY, FROM IRONWOOD STREET TO 150 FT. SOUTHERLY
PARCEL MAP 16574 & ROW2005-01389
BENCHMARK:
UNDERGROUND SERVICE ALERT U.S.G.C�.S. B.M. H-II, ig53 �oeROFEssig1,gl APPROVED BY: DATE: 71
`' —� — ----01 R.C.E. N -------
v�artE r ��,�' Fye CITY ENGINEE
BRA55 GAP IN P.G.G. MONUMENT JULIO N. LOZA ?
(800) 227 2600 AT THE 5OUTHEA5T CORNER W DESIGNED J N L CONSULTING CIVIL ENGINEERS RECOMME E .
No. C54826
OF HERM05A ASE. AND SASE LINE * EXP. 3-31-06 . 1182 N. Monte Vista Ave., Unit 115, CA 91786
TWO WORKING DAYS BEFORE YOU DIG Q DRAWN Phone (909) 579-0354 SHEET
ELE\/ATION = 1522.14 `�y� c/01. I OF. 2
OF CAL_ CITY CHECKED / - - DRAWING NO.
DESCRIPTION OF REVISION: DATE: APPROVED: J.N.L. JRGIO NN 5 26 DATE 20-13
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CONSTRUCTION NOTES QUANTITIES LEGEND
DESCRIPTION _ -- -
SYMBOL DESCRIPTION ALL OVERHEAD UTILITIE5 5HALL
0 CON5TRUCT Ib' HIDE PRIVEKAY APPROACH PER CITY 5TO. 101 - - - - - � - - � RIC7HT OF KAY @ 13E RELOCATED UNDER67ROUISO
(�) CON5TRUCT CURB 4 OUTTER PER CITY 5TI2. 104 (TO MATCH EX15T)- - - -76 LF - -,.- I---- --- I,-- 1- EX15TIN& IMPROVEMENT5 NOTE PAID AND COORDINATED BY THE
r;�� GCON15TRUCT 4' HIPE CONCRETE 51DEKALK PER, CITY 5TO. 103- - - - - 1420 sf= To TOP OF CUR5 I . DEVELOPER. r'l
��j q C,ENTER LINE CITY OF RANCHO CU AMONGA
(�) IN!5TALL 4" PVC UNDER51DENALK PRAINAC-7E PIPE DCR BEOIN GURB RETURN
PER DETAIL ON5HEET I- - - - - - - - - - - -- - - - - - - - - 4 EA ECIR, END r-,UR5 RETURN .
(�) CON5TRUCT ACCE55 RAMP PER CITY 5TP. 102 - -- - - - - - - - - I EA FL FLOH LINE ELEVATION UNDERGROUND SERVICE ALERT STREET IMPROVEMENTS
TF TOP OF FOUNDATION ORE
(�) C,ON5TRXT OURB510E DRAIN OULET PER CITY 5TP 101-A- - - - - - - I F-A Fe FIN15H ORAPIN5 Q IRONWOOD STREET, BETWEEN BERKSHIRE AVENUE AND TEAK WAY
(�) CUT AND REMOVE EX15TINO CURB 4 6UTTER - - - - - - - - - - - - 120 LF F5 FIN15HED 5URFAGE TEAK WAY, FROM IRONWOOD STREET TO 150 FT. SOUTHERLY
TH TOP OF KALL
S REMOVE AND REPLACE PORTION OF EXIFING (,RO55 GUTTER PER C,ITY 51D. 106-A. - - 155 5F w KATER VALVE
R.O.H. RI&HT OF KA'r \'_ . . TWO WORKING DAYS BEFORE YOU DIG
(�) REMOVE EX15TINO DW. APPROACH- - - - - - - - - - - - - - - - 41-7 5F I -SS/ _ APPROVED BY: . 4 . 0 DATEJ�- *-
4 PROF05EV TREE '�Ij�13 i,�.
(�) PROP05ED 5TREET TREE TO BE IN5TALLED PER NOTE5 AND 0--e(� PROPOsED 5TREET LI6HT el CITY ENGINEER A/ 10 �1�11/111L py 1"i- R.C.E. N
I-EaND ON 5HEET I- - - - - - - - - - - - - -- - - - - - - - - 5EE TABLE / ---- Z�lr
/'�/ / c') - RECOMMMEbLDED.
/ , A.C. PAVEMENT � JULIO N. LOZA �� DESIGNED
@ IN5TALL 5500 LUMEN H.P.5.V. 5TREET LI 0HT BY 5.G.E., PAID AN12 r- / 11 /] I (D - ryl J N L CONSULTING CIVIL ENGINEERS
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COORDINATED BY DEVELOPER - - -- - - - - - - - - - - - - - - 5 EA �-' No. C54826 ' J.N.L. 1182 N. Monte Vista Ave., Unit #15, CA 91786 -
0 5AN CUT EX15TINO A.C. PAVEMENT TO A NEAT 5TRAI6HT CUT - - - - - 01 I-F * EXP. 3-31-06 * DRAWN Phone : (909) 579-0354 SHEET'
@ CON51"RUCT 4" MIN. A.C. OVER COMPACTED NATURAL OROUND - - - - - 1"70 5F 1�h C/ V I \� I . . CHECKE j.N.L. I -14��-7- � -?Ir-0-i9-::�' 2 OF 2
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(�) REPAIR TRENCH PER C,17Y 5TO. 120- - - - - - - - - - - - - - - 462 5F DESCRIPTION OF REVISION: DATE: APPROVED: j.N.L. JUL-10 Nrt�-OZA 015
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