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Home My WebLink About1654 GENERAL NOTES 1. 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 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 OR NOT SHOWN PVC FENCE PER ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED CITY STD. # 1010—B RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. n 44ll) 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 ON THESE PLANS. 20' �l 24' 9' i 15' l '` 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION II `I' WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. PARKWAY p TRAIL 2.0% -------------------- __ 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT l POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED l --------------- i I BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. l ---'— 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. EXISTING A.C. PAVEMENT L-- ---J CONSTRUCT COMMUNITY TRAIL TO REMAIN PER CITY STD. 1003, MODIFIED 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE WIDTHS AS NOTED HEREON I PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO EXISTING COBBLE CURB do GUTTER AND 'FRONT—ON" TYPE. THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. TO REMAIN 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. 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 OF AGGREGATE BASE. TYPICAL SECTION - ETIWANDA AVENUE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. FROM 13+ 03. 13 TO 15+ 73. 25 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL, THE SUB—GRADE SHALL BE NOT TO SCALE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH FINE GRADE MATERIAL OF A 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.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN 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. 14. STREET SIGNS PER THE CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE DEVELOPER FROM RESPONSIBILITY FOR CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. ESTIMATE OF QUANTITIES 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. STREET BOTANICAL NAME COMMON NAME SPACING SIZE QTY. 18. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600, 48 HOURS PRIOR TO EXCAVATION. ETIWANDA AVE. RHUS LANCEA AFRICAN SUMAC 20' 0.C. 15 7 ITEM DESCRIPTION QUANTITIES UNIT Below power linea GAL 1 DRIVE APPROACH 780 S.F. 2 REMOVAL OF COBBLE CURB 48 L.F. CONSTRUCTION NOTES FOR STREET TREES: 3 STREET LIGHTS 1 EA. 4 3-RAIL PVC TRAIL FENCE 211 L.F. 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD 5 TREE REMOVAL 9 EA. PLANS. 6 15 GAL. TREE 7 EA. 2. PRIOR TO THE COMMENCEMENT OF THE PLANTING, AN AGRONOMICS SOILS 7 PARKWAY DRAIN 1 EA. REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREE ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENTS PLANS ONLY. SITE TREE LEGEND 23rd STREET No. DESCRIPTION OF REVISION DATE CITY w APPROVED EXIST. TREE TO Z z BENCH MARK: REMAIN Q CITY OF RANCHO CUCAMONGA ELEV. = 1534.374 ' � EXIST. TREE TO SUMMIT AVENUE 2" BRASS DISK IN CINC. CURB STAMPED BE REMOVED "CITY OF RANCHO CUCAMONGA BM 10090 1987" DEVELOPMENT REVIEW 97-17 AT SE CORNER OF SUMMIT AVENUE AND ETIWANDA PROPOSED TREE Q STREET IMPROVEMENTS AVENUE AT END OF CURB RETURN TO BE PLANTED a ruj FROM 13 + 00 TO 16 + 00 HIGHLAND AVENUE r ETIWANDA AVENUE VICINITY MAP ' OWNER: NOT TO SCALE APPROVED BY: �- -�,� ' „'� , DATE: I // T.G. 573—H-3 CITY ENGINEER �' cCCG1�. R.C.E. No. X4953 BRUCE AND MATILDA McBRIDE -- 6009 ETIWANDA AVENUE � ,-U RANCHO CUCAMONGA, CA 91739 �.`� ECkF`y�l DESIGN GILBERT ENGINEECNIG COMPANY RECOMMENDED Fes, E. ECKERT 3820 E. COLORADO BL., SUITE 109 t, PASADENA, CA 91107 (626)449-4537 �s No. 34581 z DRAWN SHEET CMI l�\� E. ECKERT OF 2 CHECKED R.C.E. 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CURB STAMPED V) "CITY OF RANCHO CUCAMONGA BM 10090 1987" REMOVE EXISTING DRIVEWAY AND CONSTRUCT �w AT SE CORNER OF SUMMIT AVENUE AND ETIWANDA NEW DRIVE APPROACH PER CITY STD. 101 , J m Q AVENUE AT END OF CURB RETURN TYPE C - W=24'; R=12' Q > ? � ( o cr EXISTING COBBLE CURB & GUTTER, TO REMAIN ? i o 0o O -j U J EXIST. ETIWANDA AVENUE 00 Z w r 0 a 0 EXIST. _ _ _ _ _ N 00'15'16 E _ - SMH- - - - - - - - - 573.20' SMH 303.10' - -, - - - - - - - - - - - - - - - - -p--- - I p � CONSTRUCT PARKWAY DRAIN PER 270.10 �47N 1S6 1550.36 TC I �°' �'�� ITY STD. 107—B, D=5" , W/TRANSVERSE o EX. FIRE �1SS 993 lC CL. INTERS. I �� O BROOM FINISH. PARKWAY N HYDRANT �)F RELOCATE EX. 1564.24 TC JOIN 10+00.00 NORTH _ 1549_18 FL - - �� - - - - - - -- - - - - - - -- - - - - -- - - - - - - - - - - - - - - - EX. WA. — - - MAILBOX (1563.17)FL_ _ _ _ _ VALVE DRIVE � a = = a = = = W li i - P.P. W.M. P P. V) �� i I NO CURB -� o - - - - - - - - - - - - - - - - - - - - - - - z -- li i + 0 FENCE ;� w _ I EX. MAILBOX 24 + + � TRAIL + N ;n N + + �' � 24" EUC. ZEUC. ,.-� `f' r + II . II E-�- r -i- r NO '1 '16"E is 270.10'7 r �` 10" in U W * x—x—x—x x—x x— —x—x—x— —x—x—x` —x—x—x— x—x—x— x—x x '` —x—x—x—x— -x— — x—x—x x —x x—x- x —x—x x—x z �S 10 10" 10" 10" 190.10' 10" 10 10" 10" 80.00' iso o EX. GAS CONC. APRON W/TRANSVERSE Q m o BROOM FINISH PER STD. 1001 /1003 z METER �, �- v W Ln DWY. APPROACH CURB RETURNS SHALL 0 o EXISTING 6 CHAIN LINK FENCE u Q3 z r v z 0 10 O o BE COBBLE CURBS. o f � p 0 M 0 No. DESCRIPTION OF REVISION DATE APPROVED I W N J CONSTRUCT COMMUNITY TRAIL PER CITY STD. 1003Y o +f< r ~ MODIFIED PARKWAY = 9'; TRAIL = 15'; "FRONT-ON" Z 0 cn � CITY OF RANCHO CUCAMONGA �, z � w OW U W � 0 STREET IMPROVEMENTS r- �, wmm FROM 13 + 00 TO 16 + 00 rA� r , ETIWANDA AVENUE IT All- ' F-' „� :; :; (D.R. 97-17) APPROVED BY: �+ DATE: ER, " CITY ENGINE � R.C.E. No. 24953 DESIGN GILBERT ENGINEERING COMPANY RECOMMENDED jF. �. Elk` `'.' '\ E. ECKERT 3820 E. COLORADO BL., SUITE 109 g�1 �/` 8 PASADENA, CA 91107 (626)449-4537 G' G' DRAWN SHE No. 3-'5;7 SCALE: 1 " = 20' ExP 9.30/99 E. ECKERT 2 OF 2 CHECKED 9'c' �C:/ C.E. RAWING No. R. .E. N 0.34587 DATE SAC119 FILE NO. 97-18 1654