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HomeMy WebLinkAbout1945 GENERAL NOTES H A V E N A V E N U = I . 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 S T R E E T I M P R 0 V E M E N T P L A N S 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 meterst valves, fire hydrants, etc. shown or not shown on these plans within the right-of-woy limits or in P A 0 KOO' -- L I Ml A "P' itj1239 16124 & 1r6h1 ;A2"' 5 - 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 directly or indirectly from his operations, whether or not such facilities are shown ESTIMATED on these plans. x. ..�. .. �. �� _. CONSTRUCTION NOTES : . QUANTITY .......,r.....,......_......._.._..........................-`_.._._»................................................._....»...__......._..- ........,................. .....__,,.._...__,.... .............,......._..._......._.....,,,_.........,___._.._-_-___...... ._._.__ ........ . ... ..... 4. A permit shall be obtained from the City of Rancho Cucamonga ,a „ „ - - - ,6 „ ? ,9 Q1 CONSTRUCT "RIGHT TURN LANE ONLY" PER RC CITY STD 119 (MIN 5" 2+265 SF Pub I i c Works. Engineering Department prior to any encroachment »...». _».........__..........................__...._..............................._.........._._....,.....................................-..-....,_..___..__..._____._.7.._.__... ...___....._._........._...............................-....._.___..._. _._...�:............... . .. AC PAVEMENT OVER 6 AGGREGATE BASE PER RC CITY STD 100-A) � t ............... F•::. ..........................,...._..___-_........,..,,,._, ._... .............................. ....,..... .........................._.......... _...........».».... ......... or construction within any City of Rancho Cucamonga easement or _...._.__»......................................................._-..._................__.._...-__....._____...._..__.._».»_.».»._..............................................._.....-....._.._..._» .._�__�................... ....,.., .. ....... . ...._.-__ .�� _...._.. _ . _ __..._._.»W____....... ® � -CONSTRUCT 8 PCC CURB $ GUTTER TYPE A2 8 213 LF _....-_».........__ p ___ - . . ............................__..__._........_.. PER RC CITY STD 104 r g -o -way• ..._..... .._.... . ._. .,.._, _..._.__..... _..........._.».._..».-.._� ._ ......................___.... ._...__ CONSTRUCTCURVILINEAR 5. A I I ra e stakes shall I be t b the Contractor or Engineer.neer. __......».....».........._..... . . ,..................... .. ..._.........._.................».....___».__..».............. . .._...._....._..-_....._..._.._.........._...............................__...........,....., . .,...,,.., __._-_ .__..___.... ............. .. . ........... ...,... ___.__.__._... _._..._... © PCC SIDEWALK 2.250 SF g d s a es s a se y e 9 W A v E N. __ AVENUE _.. .. . ..-. � PER RC CITY STD'S 103 AND 114 Paving stakes shall be set at all hinge points. edge of pavement t »__..._...... _ __......_._. _.......... ......... ___._.. _.._ ._.. ._. _- ... .__ . ___ points within 0.01 foot of sub grade elevation and at not more ». .»._. »..._. _..».-......_.............._.............-._..........._._.....___........._-..__......................_. .. . __ CONSTRUCT CONTIGUOUS PCC SIDEWALK TYPE C 970 SF ...................... than 50 foot Intervals. Additional paving stakes may be required PER RC CITY STD 101 & 103 by City Engineer as needed at warped or vertical curve areas. ....._.»....»..........»....._...............t ..-....»....... ....... .„ . ........... »..........»... _..... TC MODIFIED PCC DRIVE APPROACH,PROACH. WITH SIDEWALK. 610 SF _...... PER RC CITY STD 101 . TYPE 'C' . W=35' . R1=8.5' . R2=12' 6. All sewer. water. electric. gas, phone or other utility laterals. - mains. or crossings shall be constructed prior to paving. ( T (g) REMOVE EXIST PCC SIDEWALK 470 SF 7. Compaction tests of embankment construction. trench backfill . JJ f ® REMOVE EXIST CURB b GUTTER 212 LF i ' 8 ADJUST MANHOLES AND VALVES TO GRADE 1 EA compacting original ground and all sub-grades shall be performed �.. . D n n 0 7H of no cost to the City of Rancho Cucamonga. A written report with 4< ,ct ............ I � I `� r' I ` '` » - Q PLACE STREET TREE PER PLANTING SCHEDULE ANO NOTES ON SHEET 1 7 EA these compaction tests sha I I be submitted to the City Engineer for PAR C r L 16 125 VAIN Gr I 16 12 1 PAJF C r I 16 123 approval prior to the placement of base materials and/or surfacing. ® REMOVE EXIST DRIVEWAY 793 SF (D PROVIDE 16000 LUMEN HPSV STREET LIGHT. INSTALLED BY SOUTHERN 4 EA 8. At the completion of paving. a materials report shall be submitted CALIFORNIA EDISON (SCE ). PAID AND COORDINATED BY DEVELOPER. to the City Engineer. Listing all tests or determinations completed SCALE: 1 "=50' to verify stability oil content and 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 HAVEN AVE of aggregate base. I E'LY HAVEN AVE 10. Paving shall be performed in accordance with R-Value and I 101 -01 I ' E'LY SHEET INDEX Pavement tests taken to determine structural sections. 101 .0' �' 81 .0' 20.0' SHEET 1 - TITLE SHEET, VICINITY MAP. i� 11 . When improvements are to be placed on native soil which 1 81 .0' 20.0' GENERAL NOTES, CONST NOTES 13.0' 41 .0' 11 .0' 6.5' ' consists of a rocky material , the sub-grade shall be prepared I 13.0' 41 .0' SHEET 2 - HAVEN AVE STREET 01 i by removing all rocks which protrude above the sub-grade and MEDIAN REMOVE EXISTING i all voids or depressions shall be filled with o fine grade i CURB AND GUTTER MEDIAN = IMPROVEMENT PLAN material of a quality better than the native material . + --- EX AC PAVE + 1 ' 8" CdG I EX AC PAVE EX CURB b ! SHEET 3 - HAVEN AVE SIGNING 2�- 0x_. �f T- T� - -- --�x=- -SAWCUT ( ---- _---- ----t� Lt----------_ -2.Ox- - 2.0x �' -�T- -r� _- - 2.0X _+ GUTTER __ .Oy. -i AND STRIPING PLAN 12. If the asphalt concrete Is to be placed on sub-grade, o soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. SIDEWALK shall be uniformly applied at the manufacturer's recommended TYPICAL SECTION AC PAVE PROPOSED 4' rate for the full pavement width prior to paving. TYPICAL SECTION MEANDERING HAVEN AVE WITH SIDEWALK 13. Estimate of quantities Is provided by the Engineer only for the RIGHT TURN LANE HAVEN AVE FOOTHIi4, 01,49 convenience of the developer, the contractor shall make his own T. I . = 9.0 determination of construction quantities before submitting a bid. T. I . = 9.0 G Any item of work required by these plans which is not specifically N.T.S. N. T.S. a v ARR W W listed in the estimate of quantities shall be considered as included D H Y in the other items of work. EXISTING SURVEY MONUMENTATION CURVILINEAR SIDEWALK NOTE � o k 14. Street signs per City of Rancho Cucamonga Standard Number 401 of I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH STD. Q shall be constructed at each intersection. MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS DWG. NO. 114. APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS BASIS OF BEARING S PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST SHALL BE MADE IN THE FIELD AND ADJUSTED BY THE PUBLIC WORKS INSPECTOR BASIS OF BEARINGS IS THE CENTER LINE JERSEY 01.V0 15. City approval of plans does not relieve the developer from IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AND PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS OF HAVEN AVE AS N00010' 30"W PER P.M. responsibility for the correction of error and omission discovered AS FOLLOWS: INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED 9301 , P. M.B. 104/42-43 during construction. Upon request the required plan revisions FIELD INSPECTION IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE �pfESS/p 10 fWY shall be promptly submitted to the City Engineer for approval . CONCEPTUAL SIDEWALK LAYOUT PLAN. TWO SETS OF RED-LINED PLANS Q DATED: SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME 4 Gp�O d 16. Work site and exterior streets shall be kept in a neato clean. hazard DOUGLAS L. GOODMAN R.C.E. # 28500 THE 48 HOUR NOTICE IS GIVEN TO THE CITY. NoA1D0z m free, orderly state. throughout construction. Site shall be cleaned VICINITY M A P upon request of the inspector. � t:xp.March3l'101K � MONUMENT NOTE q�cIy«, 17. Contact all Utility Companies as required. 48 hours prior to 4fC excavation. I . EXISTING MONUMENTS THAT ARE FORESEEN TO BE DISTURBED. REMOVED OR WATER: CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 STREET TREE SCHEDULE PAVED OVER SHALL BE TIED OUT (OR CHECK OF EXISTING TIES ). AFTER TELEPHONE: VERIZON 800-483-3000 CONSTRUCTION NEW TIES SHALL BE SUBMITTED AND THE MONUMENT REPLACED CITY GAS: THE GAS COMPANY 800-427-2000 STREET NAME BOTANICAL NAME COMMON NAME MIN GROW SPACING SPACING SIZE OTY WITH A MONUMENT SIMILAR TO THE ORIGINAL. DESCRIPTION OF REVISION DATE APPROVED ELECTRIC: SO. CALIF. EDISON 800-684-8123 HAVEN AVE MAGNOLIA GRANDIFLORA NCN 8' 60' O.C. 15 GAL 7 SEWER: CUCAMONGA COUNTY WATER DISTRICT 909-987-2591 MAJESTIC BEAUTY 2. MONUMENTS. OF RECORD. WHICH ARE MISSING DURING SURVEY SHALL BE CITY OF RANCHO CUCAMONGA T.V. CABLE: CHARTER CABLE 909-987-6275 REPLACED AND TIES PROVIDED AT THE END OF CONSTRUCTION ACTIVITIES. STREET PLAN AND PROFILE 3. BENCH MARKS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE NOTES FOR STREET TREES REPLACED WITH A MONUMENT SIMILAR TO THE ORIGINAL IN CONFORMANCE WITH LEVE OF CIRCUITRY. LEVEL CIRCUIT NOTES SHALL BE SUBMITTED H A V E N AV E N U E I . ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. TO THE CITY ENGINEER FOR APPROVAL. BETWEEN JERSEY BOULEVARD AND ARROW ROUTE 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING. AN AGRONOMIC SOILS REPORT SHALL PARCEL MAP No. ' s 161239 16124 & 16125 Underground Service Alert BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES BENCH MARK 01104 APPROVED BY DATE MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 1 " ROUND HEAD BOLT IN CITY ENGINEE R.C.E. No. 23889 tvygEFORE )', APPLICANT / DEVELOPERCONCRETE CURB STAMPED DESIGN RE D Calls TOLL FREE 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. G&L COMMERCIAL REAL ESTATE, LLC S. B. C. B. M. 01104 AT THE SFH 1-800 ASSOCIATES 3419 VIA LIDO #438 N. E. CORNER OF ARROW DRAWN SHEET CA 92663 ROUTE AND HAVEN AVE. / -Alg1 OF 3 227-2600 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 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